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BU P2018-00252 RECEIVED SEP 4 2W8 CITY OF TIGARD BUILDING DIVISION WAS -II N GTO \I SQUARE ip-AcE pew LANDLORD NOTES: OFFICE COPY 95849 (#41 \AI \/\I1\S H I N G T O N sQ U A R E THE GENERAL CONTRACTOR MUST: CITY OF TIGARD 1. MUST COORDINATE ALL DUMPSTER/TRASH REMOVAL ACTIVITIES WITH FOR CODE COMPLIANCE ROGER OTT, OPERATIONS MANAGER-CONTACT P .Approved: ROGER.OTT©MACERICH.COM OR 503-639-8865. O R 9 7 2 2 3 2. THESE PLANS SHOULD BEO FORWARDED TO THE AWARDED GENERAL C oTQ ONTRACTOR TO BE ON-SITE AT ALL TIMES. PcIt `�� Q� 3. TENANT'S CONTRACTOR MUST REPAIR ANY/ALL LANDLORD PROPERTY DAMAGED DURING T.I. WORK AND COMPLETE LANDLORD'S PUNCHLIST AS Addresrn� s: Ci �,� S SQL : fivr) 6� DIRECTED BY LANDLORD'S REPRESENTATIVE. Suite#: fl 4. TENANTS CONTRACTOR MUST CONTRACT WITH MALL'S REQUIRED DaterVENDORS-SEE CRITERIA FOR INFO. Br 5. PRIOR TO SAW CUTTING OR PENETRATING THE EXISTING SLAB, VERIFY LOCATION WITH ON-SITE LANDLORD REPRESENTATIVE. TENANT'S CONTRACTOR WILL BE RESPONSIBLE FOR ANY DAMAGE TO EXISTING MALL UTILITY CONDUITS. 6. TENANT GENERAL CONTRACTOR MUST PROTECT MALL TILE FLOOR BETWEEN BARRICADE AND STOREFRONT. ANY DAMAGE OCCURRED DURING CONSTRUCTION MUST BE REPLACED AT TENANTS EXPENSE. 7. NOTHING IS PERMITTED TO BE ATTACHED TO, SUSPENDED FROM, OR PENETRATE THE ROOF DECK ABOVE. YOU ARE REQUIRED TO FRAME, BRACE AND/OR SUSPEND, AS NEEDED, TO/FROM THE TOP CHORD OF JOISTS OR STRUCTURAL STEEL WHICH EXIST ABOVE YOUR RESPECTIVE TENANT SPACE. 8 A WATER SHUT OFF VALVE MUST BE INSTALLED AT EYE LEVEL, USING A BALL-TYPE VALVE, AND CLEARLY LABELED "WATER SHUT-OFF VALVE". PROVIDE A FLOOR DRAIN IN TOILET ROOM. 9. SIGNAGE MUST BE SUBMITTED UNDER A SEPARATE COVER FOR LANDLORD REVIEW AND APPROVAL. 10. PROVIDE NEW PNEUMATIC LINES/CONTROLS FOR VAV'S. ARCHITECT: JLL Architecture, LLC 200 East Randolph Drive, Chicago, IL 60601 51 West 3rd,# 201,Tempe,AZ 85281 tel +1 480 626 6304 fax+1 480 401 3602 ISSUED - 08-23-2018 SCOPE OF WORK - ALTERATION LEVEL 1 // REFER TO RESPONSIBILITY MATRIX AND SIGNED LEASE toil 11 1. BY T-MOBILE G.C. AND/OR VENDOR UNLESS OTHERWISE NOTED. •FIXTURES, FURNITURE, EQUIPMENT, AND GRAPHICS MN' RUSSELL M.. v.)) • LOW VOLTAGE CONDUIT AND WIRINGBAUMANN C5') 2. BY GENERAL CONTRACTOR UNLESS OTHERWISE NOTED. •INTERIOR PARTITIONS AND DOORS • TEMPE, n , • CEILING IN ALL AREAS AZ • "� No. 6155 cs:: • FINISHES IN ALL AREAS 11/07/2012 • LIGHTING IN ALL AREAS O • RESTROOM(S) INCLUDING PLUMBING FIXTURES `�' F O • DRINKING FOUNTAIN(S), KITCHENETTE, MOP SINK, WATER HEATER ADDENDUM 08/29/2018�IS MECHANICAL SYSTEM •ELECTRICAL SYSTEM ISSUE DATE DESCRIPTION -- MDC SHEETS AFFECTED -- CORP - RELO THESE SUPPLEMENTAL INSTRUCTIONS MODIFY THE CONTRACT DOCUMENTS AND SHALL BE CARRIED OUT IN ACCORDANCE WITH THE CONTRACT WITHOUT CHANGE IN THE GMP OR 764.7 CONTRACT TIME. PROCEEDING WITH THE WORK DESCRIBED BY THESE INSTRUCTIONS INDICATES THE CONTRACTOR'S ACCEPTANCE THAT THERE WILL BE NO CHANGE IN THE GMP CONSTRUCTION DRAWINGS OR CONTRACT TIME. G000 1 1 2 3 4 • T • • it I: M e 0 GENERAL NOTES RESPONSIBILITY SCHEDULE CODE ANALYSIS DRAWING INDEX 12920 sE 38th STREET BELLEVUE, WA 98006 www.t- 1. ALL WORK AND MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH ALL CODES ITEM FURNaSHEQ B INSTALLED BY PROJECT DESCRIPTION ARCHITECTURAL mobile.com HAVING JURISDICTION. GENERAL TENANT IMPROVEMENT 2. ALL WORK SHALL BE PERFORMED IN CONFORMANCE WITH THE BUILDING MANAGEMENT'S OBTAIN ALL APPLICABLE PERMITS AND CERTIFICATE OF OCCUPANCY TM GC TM GC GOOD COVER COPYRIGHT NOTICE. RULES AND REGULATIONS. MOBILE PHONE &SERVICE SALES(RETAIL) 3. MODIFICATIONS TO THE BASE BUILDING STRUCTURE, CORE AREAS, AND UTILITY SYSTEMS UTILITY FEES(IF NEW CONSTRUCTION) N/A N/A 0001 ARCHITECTURAL DATA SHEET These drawings and specifications are copyrighted and ARE NOT IN THIS CONTRACT, EXCEPT AS NOTED ON THESE DRAWINGS OR AS REQUIRED UTILITY SERVICE(S)AND METER(S) EXISTING EXISTING subject to copyright protection as an"architectural work" TO COMPLETE THE WORK INDICATED ON THESE DRAWINGS. G101 KEY PLAN, VICINITY MAP, AND EGRESS PLAN under sec. 102 of the copyright act, 17 U.S.C. As ALL HAZARDOUS MATERIALS REPORTS(IF REQUIRED) LANDLORD LANDLORD PROJECT LOCATION amended January 2003 The protection includes, 4. THE G.C. SHALL MAKE ALL ARRANGEMENTS AND PAY FOR ALL FEES AND PERMITS without limitation, the overall form, arrangement and REQUIRED, AS WELL AS ANY ADDITIONAL CHARGES FOR HAULING, RIGGING, AND CORE,SHELL,AND SITE WORK WASHINGTON SQUARE A101 EXISTING CONDITIONS AND DEMOLITION PLAN composition of spaces, and elements of the design. TRANSPORTATION CHARGES. Under such protection, unauthorized use of these 5. THE CONTRACT DOCUMENTS CONSIST OF THE AGREEMENT BETWEEN T-MOBILE AND G.C. EXTERIOR SIGNAGE BLOCKING TM GC TM GC 9585 SW WASHINGTON SQUARE A111 CONSTRUCTION FLOOR PLAN drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. (HEREINAFTER REFERRED TO AS THE AGREEMENT) WTH CONDITIONS OF THE CONTRACT DEMOLITION-SITE/BUILDING N/A NIA SPACE#C09 A121 FINISH FLOOR PLAN (GENERAL, SUPPLEMENTARY, AND OTHER CONDITIONS), DRAWINGS, SPECIFICATIONS, ROOF(REPAIR) TM GC TM GC ADDENDA ISSUED PRIOR TO THE EXECUTION OF THE AGREEMENT, OTHER DOCUMENTS PORTLAND, OREGON 97223 LISTED IN THE AGREEMENT, AND MODIFICATIONS ISSUED AFTER EXECUTION OF THE STRUCTURE EXISTING EXISTING A131 REFLECTED CEILING PLAN ARCHITECT. AGREEMENT. 6. THE INTENT OF THE CONTRACT DOCUMENTS IS TO INCLUDE ALL ITEMS NECESSARY FOR EXTERIOR WALLS/REPAIRS TM GC TM GC A141 FIXTURE FLOOR PLAN GOVERNING CODES JLL Architecture LLC THE PROPER EXECUTION AND COMPLETION OF THE WORK BY THE CONTRACTORS. EXIT DOOR(AS REQ'D) EXISTING EXISTING U PERFORMANCE BY THE G.C. SHALL BE REQUIRED ONLY TO EXTENT CONSISTENT WITH THE ALL WORK SHALL BE IN CONFORMANCE WITH, BUT NOT LIMITED TO, ANY STATE AND LOCAL CODES HAVING A201 SALES FLOOR INTERIOR ELEVATIONS TRIDENT EXIT DOOR LOCK TM GC TM GC 200 East Randolph Drive, Chicago, IL 60601 CONTRACT DOCUMENTS AND REASONABLY INFERABLE FROM THEM AS BEING NECESSARY JURISDICTION AS WELL AS THE REQUIREMENTS OF THE FOLLOWING: A202 BACK OF HOUSE INTERIOR ELEVATIONS TO PRODUCE THE INTENDED RESULTS. TELEPHONE SERVICE TO BUILDING EXISTING EXISTING 51 West 3rd,# 201,Tempe, AZ 85281 7. THE CONTRACT DOCUMENTS SHALL NOT BE CONSTRUED TO CREATE A CONTRACTUAL BUILDING 2014 OREGON STRUCTURAL SPECIALTY CODE PLUMBING MAIN SERVICE EXISTING EXISTING A221 MALL STOREFRONT ELEVATIONS RELATIONSHIP OF ANY KIND (1) BETWEEN THE ARCHITECT AND G.G., (2) BETWEEN MECHANICAL 2014 OREGON MECHANICAL SPECIALTY CODE tel +1 480 626 6304 T-MOBILE AND A SUBCONTRACTOR OR SUB-SUBCONTRACTOR, OR (3) BETWEEN ANY SPRINKLER MAINS EXISTING EXISTING A222 MALL ENLARGED STOREFRONT PLAN fax +I 480 401 3602 PERSONS OR ENTITIES OTHER THAN T-MOBILE AND G.C. PLUMBING 2017 OREGON PLUMBING SPECIALTY CODE FIRE ALARM PANEL EXISTING EXISTING 8. EXECUTION OF THE CONTRACT BY G.C. IS A REPRESENTATION THAT THE G.C. HAS VISITED ELECTRICAL 2017 OREGON ELECTRICAL SPECIALTY CODE A321 MALL STOREFRONT SECTIONS THE SITE AND HAS BECOME FAMILIAR WITH THE LOCAL CONDITIONS UNDER WHICH THE CONCRETE SLAB EXISTING EXISTING WORK IS TO BE PERFORMED. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS STOREFRONT SYSTEM AND GLAZING TM GC TM GC ENERGY 2014 OREGON ENERGY EFFICIENCY SPECIALTY CODE A322 MALL STOREFRONT SECTIONS BEFORE COMMENCING WORK AND SHALL NOTIFY ARCHITECT AND/OR ENGINEER IF A CONDITION EXISTS WHICH PREVENTS THE CONTRACTOR FROM ACCOMPLISHING THE WINDOW FILM N/A N/A ACCESSIBILITY 2009 ICC/ANSI A117.1 A323 MALL STOREFRONT SECTIONS INTENT OF THE DRAWINGS. DEMISING WALL STUDS EXISTING EXISTING 2010 ADA STANDARDS 9. THE TERM "WORK' MEANS THE CONSTRUCTION AND SERVICES REQUIRED BY THE A331 MALL STOREFRONT DETAILS CONTRACT DOCUMENTS, WHETHER COMPLETED OR PARTIALLY COMPLETED, INCLUDES DEMISING WALL SECURITY MESH N/A N/A • ALL LABOR, MATERIALS, EQUIPMENT, AND SERVICES PROVIDED (OR TO BE PROVIDED) BY DEMISING WALL/GYP/INSULATION/FIRE CAULKING EXISTING EXISTING A332 MALL STOREFRONT DETAILS THE G.C. TO FULFILL THE G.C.'S OBLIGATIONS. THE WORK MAY CONSTITUTE THE WHOLE SITE ACCESSIBILITY LANDLORD LANDLORD A501 ACCESSIBILITY DETAILS Ire: • � ii OR PART OF THE PROJECT. `.+ ► . ri 10. G.C. SHALL NOT CUT OR DISTURB EXISTING STRUCTURAL SYSTEM. THE G.C. SHALL SIDEWALK EXISTING EXISTING A502 ACCESSIBILITY SIGNAGE DETAILS 1� RUSSELL M. X-RAY/PACHOMETER SLAB TO DETERMINE IF POST TENSIONED SLAB OR IF DESIGN IS IN PARKING LOT PAVING AND STRIPING EXISTING EXISTING �� BAUMANN CONFLICT WITH EXISTING STRUCTURAL SYSTEMS WHEN THE FOLLOWING OCCURS: PROJECT INFORMATION A511 ENLARGED TOILET ROOM u,T 10.1. TENANT SPACE IS LOCATED ON SECOND FLOOR OR ABOVE INTERIOR MALLS ��ii 10.2. LOWER LEVEL EXTENDS BELOW THE TENANT SPACECONSTRUCTION TYPE II-B • TEMPE, • BARRICADES TM GC TM GC A521 KITCHENETTE, MOP SINK AND MANAGERS DESK • AZ � 10.3. ABSENCE OF STRUCTURAL DRAWINGS FROM ARCHITECTS AND/OR LANDLORD No. 6155 cs:S' 10.4. ABSENCE OF STRUCTURAL DRAWINGS INCLUDED WITH CONTRACT DOCUMENTS BARRICADE GRAPHICS TM DIRECT TM DIRECT FULLY SPRINKLERED YES A531 PARTITION DETAILS 11/07/2012 11. G.C. SHALL ONLY INCLUDE AN ALLOWANCE IN HIS BID FOR THE X-RAY/PACHOMETER WHEN MALL FLOORING TM GC TM GC OCCUPANCY M- MERCANTILE O ANY OR ALL OF THE ABOVE OCCUR, TYP. A541 DOOR DETAILS Fr O 12. PROVIDE CONTROL KEY AND MASTER KEY AS REQUIRED BY CONTRACT. PERFORM ALL NEUTRAL PIERS TM GC TM GC REQUIRED CLEANINGS AS PER CONTRACT INCLUDING, BUT NOT LIMITED TO, ALL REVEALS TM GC TM GC A551 CEILING DETAILS 08/29/2018STOREFRONT WINDOWS, MULLIONS, CEILINGS, SUPPLY/RETURN AIR GRILLS, FLOORING GROSS LEASED PREMISES 2,349 SQ. FT AND FLOOR WAX, TOILET ROOMS, TOILET ROOM CAULKING, AND WALK-OFF MAT. REMOVE MALL STOREFRONT SYSTEMS TM GC TM GC A571 FLOORING AND BASE DETAILS ALL TRASH AND DEBRIS FROM THE SITE. INTERIOR TENANT BUILD-OUT 13. ALL REFERENCES HEREAFTER TO CONSTRUCTION PM OR ARCHITECT REFER TO THE " OCCUPANT LOAD A591 FIXTURE BLOCKING DETAILS CONSULTING ENGINEER: CONTACT LISTED IN PROJECT TEAM. DEMOLITION-INTERIOR TM GC TM GC 14. PROVIDE OCCUPANCY SIGNS CONFORMING TO APPLICABLE BUILDING CODE SALES AREA TO BOH PARTITION AND DOOR/HDW TM GC TM GC ROOM NAME SQ. FT. LOAD FACTOR OCCUPANT LOAD A601 FIXTURE, FURNITURE, EQUIPMENT AND GRAPHIC SCHEDULES REQUIREMENTS. TRILOGY LOCK ON BOH PARTITION TM GC TM GC A611 FINISH SCHEDULE 15. PROVIDE ADDITIONAL EXIT SIGNS AND FIRE EXTINGUISHERS IN TYPE, NUMBER, AND PUBLIC AREA 1414 - 30 48 i LOCATION AS DIRECTED BY THE FIRE DEPARTMENT FIELD INSPECTOR. INVENTORY ROOM PARTITION AND DOOR/HDW TM GC TM GC t A621 DOOR SCHEDULE BACK OF HOUSE 935 - 300 4 POLICE LOCK AND LEVER SET ON INVENTORY ROOM DOOR TM GC TM GC ii TRAINING ROOM,OFFICE,CONFERENCE ROOM TM GC TM GC OFFICE 0 - 100 0 A701 - 706 SPECIFICATIONS ALL ADDITIONAL PARTITIONS TM GC TM GC TRAINING ROOM 0 - 100 0 MISC WOOD BLOCKING,FURRING,ETC- TM GC TM GC 0 STRUCTURAL A DESCRIPTION DATE GYPSUM BOARD CURTAINS WALLIS),CEILING(S),SOFFIT(S),ACCESS PANELS TEl GC TM GC I ABBREVIATIONS ACOUSTICAL CEILING TILE AND GRID TM GC TM GC 5001 GSN AND DETAILS ACP. ACOUSTICAL CEILING FIN. FINISH PNL. PANEL ELECTRICAL TRANSFORMERS(IF REQUIRED) TMGC TM GC S002 STOREFRONT FRAMING PLAN ADJ. ADJACENT FIXT FIXTURE PROP. PROPERTY TOTAL NUMBER OF OCCUPANTS 52 AL.,ALUM. ALUMINUM FLR. FLOOR P.T. PRESSURE TREATED mELECTRICAL SYSTEM-MAIN PANEL TM GC TM GC ALT. ALTERNATE F.R. FIRE RATED/RETARDANT PMECHANICAL WR. POWER A.P. ACCESS PANEL F.R.P. FIBERGLASS REINFORCED SUB PANEL ELECTRICAL SYSTEM- PANEL(S)APPROXIMATE POLYESTER PANEL QTY. QUANTITY ( ) TM GC TM GG ' ARCH. ARCHITECTURAL FR-T. FIRE RETARDANT TREATED EXIT REQUIREMENTS R. RADIUS LIGHTING SYSTEM-SALES AREA TM DIRECT TM GC M101 MECHANICAL FLOOR PLAN BD. BOARD GA. GAUGE REQ, REQUIRED TWO EXITS REQUIRED WHEN OCCUPANT LOAD IS GREATER THAN 49 OR COMMON PATH OF TRAVEL BLDG. BUILDING GALV GALVANIZED R.O. ROUGH OPENING LIGHTING SYSTEM-BACK OF HOUSE TM DIRECT TM GC M102 MECHANICAL SCHEDULES ELK. BLOCK GND,GRND GROUND EXCEEDS 75FT BLKG- BLOCKING GYP. GYPSUM S.C. SOLID CORE ELECTRICAL WIRING.OUTLETS TM GC TM GC BM. BEAM SCHED- SCHEDULE M501 MECHANICAL DETAILS • BOT. BOTTOM H.M. HOLLOW METAL SECT. SECTION LIGHTING INVERTER, LCP,TVSS,SWITCHES,SENSORS,DIMMERS TM DIRECT TM GG HR- HOUR SQ.FT. SQUARE FEET CAB CABINET HT. HEIGHT SIM. SIMILAR REQUIRED PROVIDED ELECTRICAL CEM. CEMENT H V.A.C. HEATING,VENTILATING,AIR SPEC. SPECIFICATION ENERGY MANAGEMENT SYSTEM AND SENSORS(IF REQUIRED) TM GC TM GC CKT. CIRCUIT CONDITIONING SQ. SQUARE TOTAL NUMBER OF EXITS 2 2 CLO. CEILING STD. STANDARD LOW VOLTAGE CONDUIT TM GC TM GC CLR. CLEAR J.H.A. JURISDICTION HAVING AUTHORITY STL STEEL E101 POWER FLOOR PLAN CMU. CONCRETE MASONRY UNIT STRUCT. STRUCTURAL LOW VOLTAGE WIRING TM DIRECT TM DIRECT COL. COLUMN LAM. LAMINATE SYM SYMMETRICAL CONC. CONCRETE LAV, LAVATORY TELCO BACKER BOARD TM GC TM GC I E111 LIGHTING FLOOR PLAN CONST. CONSTRUCTION LL. LANDLORD TEL. TELEPHONE CONT. CONTINUOUS LT. LIGHT TELCO. TELE-COMMUNICATIONS SECURITY SHUTTER N/A N/A FOR EXIT PATH OF TRAVEL SEE EGRESS PLAN ON SHEET G101 E112 LUMINAIRE SCHEDULE 1 1 1 CPT. CARPET L.V T LUXURY VINYL TILE TMO. T-MOBILE w Lit CTR CENTER TYP. TYPICAL SECURITY SHUTTER BLOCKING N/A N/A �/ MAX. MAXIMUM E113 LIGHTING CONTROLS L.L LLI DET. DETAIL MECH. MECHANICAL U.O.N. UNLESS OTHERWSE NOTED HVAC SYSTEM-DISTRIBUTION,CONDENSATE PAN/DRAINS,T-STATS,ECONOMISERS TM GC TM GC fY DIFF. DIFFUSERR MFR. MANUFACTURER VCT. VINYL COMPOSITION PLUMBING FIXTURE REQUIREMENTS I E301 ELECTRICAL PANELS DIM DIMENSION MIN. MINIMUM HVAC SYSTEM-UNIT/CURBS/DROPS TM GC TM GC DWGIS)- DRAWING,DRAWINGS MIR- MIRROR W/ WTH Cl)MISC. MISCELLANEOUS WD. WOOD ALL ELECTRICAL(WIRING AND OUTLETS) TM GC TM GC E302 TELEPHONE BOARD ELEVATIONS ti/� EA. EACH MTD. MOUNTED W10 WTHOUT I ry E.I.F.S. EXTERIOR INSULATION FINISH MTG. MOUNTING WP. WATERPROOF FIRE ALARM DEVICES/CONNECTION TO PANEL TM GC TM GC MIN #OF FIXTURES 52 -i-2 = 26 M 26 W (, SYSTEM WR. WATER RESISTANT E501 FIXTURE FEED WRING DETAILS _ ` ELEC ELECTRIC,ELECTRICAL N.I.C. NOT IN CONTRACT WT WEIGHT PLUMBING(BRANCH LINES NEW AND/OR MODIFICATIONS) TM GC TM GC (J} EM. EMERGENCY NOM. NOMINAL EQ. EQUAL NT.S NOT TO SCALE E511 FIXTURE FEED WRING DETAILS EQUIP. EQUIPMENT SPRINKLER BRANCH LINES AND HEADS TM GC TM GC FIXTURE LOAD FACTOR REQUIRED PROVIDEDLIJ EWC. ELECTRIC WATER COOLER 0 C. ON CENTER EXH. EXHAUST O.D. OUTSIDE DIAMETER HOT WATER HEATER TM GC TM GC WATER CLOSET 26/500 M 261500 W 1* 1* E601 ENERGY CALCULATIONS 1 O 13EXIST. EXISTING OPP. OPPOSITE EXTIR. EXTINGUISHER FLOOR PREPARATION&TRANSITIONS TM GC TM GC LAVATORY 26/750 M 261750 W 1* 1' E701 ELECTRICAL SPECIFICATIONS PLYWD. PLYWOOD C\J FLOORING/WALK OFF MATS, SALES FLOOR TM DIRECT TM GC SEPARATE FACILITIES NO NO DJ V PLUMBING (9 N. FLOORING, BACK OF HOUSE TM GC TM GC DRINKING FOUNTAIN 1000 1 1 0 Z PAINTING TM GC TM GC P101 PLUMBING FLOOR PLAN rn SERVICE SINK - 1 1 V) ci re FIRE EXTINGUISHER(S) TM GC TM GC P501 PLUMBING DETAILS INTERIOR SIGNAGE(AS REQ'D PER CODE) TM GC TM GC SEPARATE FACILITIES SHALL NOT BE REQUIRED IN MERCANTILE OCCUPANCIES IN WHICH THE MAXIMUM f SHEET SYMBOLS OCCUPANT LOAD IS 100 OR LESS 0) V1 I— BACK OF HOUSE ITEMS O ELEVATION KITCHENETTE CASEWORK&WALL SHELVING TM GC TM GC O X1 X1 X1 X1 NUMBER KITCHENETTE SINK AND FAUCET TM GC TM GC EXIT ILLUMINATION I— U ❑ W X2 X2 X2 X4ink MOP/UTILITY SINK TM GC TM GC EMERGENCY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON SHEET E111. Z 1*CZ I- SHELVING INVENTORY ROOM WIRE SHELVES,WALL MOUNTED ABOVE DESK TM GC TM GC -- 1.1.1CO J X33 SHEET PEG BOARD TM GC TM GC MUNICIPAL REVIEW U I— ////51) NUMBER INSTA-KEY LOCK CORES, KEYS TM GG TM GC V SHEET ELEVATION CITY OF TIGARDLC) n/ NUMBER NUMBER EXTERIOR ELEVATION INDICATOR TOILET ROOM-DRINKING FOUNTAINS L�1� COMMUNITY DEVELOPMENT-BUILDING DIVISION PROJ ECT TEAM 0- I.C) 4 INTERIOR ELEVATION INDICATOR TOILETS,URINALS,LAVATORIES TM GC TM GC >i W 0) Q Q SECTION 13125 SW HALL BOULEVARD NUMBER HIGH LOW DRINKING FOUNTAINS TM GC TM GC CLIENT ARCHITECTURE DRAWNG PLUMBING FIXTURES TM GC TM GC T-Mobile JLL ARCHITECTURE, LLC TITLEaildh II PARTITIONS TM GC TM GC TIGARD, OREGON 97223 12920 SE 38TH STREET RUSSELL M. BAUMANN, AIA, NCARB MDC TL E ® FINISHES:SHEET VINYL WITH INTEGRATED BASE.FRP,PAINT TM GC TM GC 503-718-2439 BELLEVUE, WA 98006 51 WEST THIRD STREET, SUITE#201 CORP - RELO X# 1" = 1" (FULL) SHEET WWW T MOBILE COM TEMPE AZ 85281 NUMBER AUTOMATIC HAND DRYER TM DIRECT TM GC CONTACT: BETH MELLENDORF LANDLORD ‘-±) SECTION COAT HOOK/GRAB BARS/MIRROR/TP DISPENSERS/LOCKING CABINET TM GC TM GC PHONE: 937-631-0645 DRAWING SCALEWORK BY OTHERS UNDER SEPARATE PERMIT MACERICH EMAIL: beth.mellendorf@am.jll.com 7647 NUMBER WASTE RECEPTACLE.TOILET SEAT COVER DISP(STAPLES) TM DIRECT • TM GC DRAWING INDICATOR OWNER SUPPLIEDFIRE SPRINKLER DRAWINGS PHONE:602-953-6542 SIGNAGE CONTACT:KATHLEEN SHEPHERD CONSTRUCTION DRAWINGS X# I SIGNAGE: BUILDING, MOUNUMENT,PYLON,WINDOW GRAPHICS,ETC. TM DIRECT TM DIRECT EMAIL:Kathleen.Shepherd@Macerich.com ENGINEERING DETAIL X###3 ( ---''' LOSS PREVENTION SYSTEM)BURGLAR) TM DIRECT TM DIRECT FIRE ALARM DON PENN, CONSULTING ENGINEER NUMBER SHOPPER TRAK&MUSIC SYSTEM TM DIRECT TM DIRECT IF BUILDING IS SPRINKLERED, G.C. IS TO PROVIDE SPRINKLER DESIGN/BUILD DRAWINGS BY A CERTIFIED 1301 SOLANA BOULEVARD, BUILDING 1 CONSTRUCTION DATE: 8/23/2018 SPRINKLER INSTALLER AND OBTAIN PERMIT. SUITE 1420#> \ X # FIXTURES,MERCHANDISING HARDWARE,TABLES.CHAIRS&STOOLS TM DIRECT TM DIRECT SCALE: AS SHOWN \` JONES LANG LASALLE wFSTLAKE, TEXAS 76262 REVISION PROVIDE CONCEALED SPRINKLER HEADS, FINISH TO MATCH CEILING COLOR, PROVIDE PENDANT TYPE FOR SHEET / HAND SET SECURITY-IN-VUE TM DIRECT TM DIRECT OPEN CEILINGS. CONTACT: TICE HAMBLET CONTACT: HANS OPLI NGER DRAWN BY: LEO V. NUMBER PHONE: 425-268-1833 PHONE: 817-410-2858 PROJECT No.: TM0422 REVISION CLOUD KEYED NOTES NUMBER DETAIL STAPLES:DESK,CHAIRS,TABLES,FILE CABS,WHITE BOARD,APPLIANCES TM DIRECT TM GC ALL REQUIRED PERMITS AND APPROVALS MUST BE OBTAINED FROM THE FIRE DEPARTMENT BEFORE EMAIL: tice.hamblet@am.jll.com EMAIL: hoplinger@donpenn.com SPACE IS OCCUPIED, SHEET: LOW VOLTAGE WIRING TM DIRECT TM DIRECT NETWORK&COMPUTER INSTALLATION TM DIRECT TM DIRECT G001 &MGR OFFICE/TRAINING ROOM FURNITURE EQUIPMENT N/A N/A 1 2 3 4 1 ,. _-. 2 I 3 1 4 IT • •M it o ee 12920 SE 38th STREET BELLEVUE, WA 98006 MALL CONCOURSE www.t-mobile.com COPYRIGHT NOTICE- C) OTICEO < 7/1/— < E < E These drawings and specifications are copyrighted and subject to copyright protection as an architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and EXIT DISCHARGE TRAVEL __ __ __ __ __ __ __ __ __ _ _ —— compositionofelements the design. —_ —— —— __ __ _ uspaces ands of DISTANCE A TO C = 145' 0" I j Under such protection, unauthorized use ofthese Q Q __ �] drawings and specifications may result in cessation of EXIT DISCHARGE TRAVEL I I L� i construction,building seizure,and/or monetary liability. DISTANCEETOC=218'-0" II I� I I. •- IARCHITECT:0-\_ I JLL ArchitectureLLC 0 I1ROUTE OF TRAVEL I I DISTANCE F TO B = 52'-0"( \ji I I I t I _ I _ _ _I I I I 200 East Randolph Drive,Chicago,IL 60601 I'1' r- 1 a I I 1 51 West 3rd,# 201,Tempe, AZ 85281 INVENTORY I c 1 I , tel +1 480 626 6304 7Y w _ _ _ __ _ - _ _ I f f - I faX+1 480 401 3602 • 1 1 II IU71 11 I I I BACK OF HOUSE I /r I = •,� � r 1 - I a I 0 ,' I- `,.,' 0: -- — 'r , I .Ai I • •�� ' Il - - 1Z:. . .1 - • LL M. — I1Ø111ril BAUMANN ADJACENT TENANT 1 I / I TEMPE, // IT 0 •I • — Ics:S` MI / - SALES AREA I No. 55 • 1 — I / 1 1 _ —YI 1/07/2012 IO J / - — ---_. r — — — `� MALL CONCOURSE - / - , TACTILE EXIT I I OF I I /- - - - - J r / \ SIGNAGE '-^y` \ f I 08/29/2018 1 I / WALL MOUNTED FIRE / ` I �; 1 _ _ - _1 / EXTINGUISHER I p I I I ( jD I JALI I I IL H ff I \ / I —.-' _ CONSULTING ENGINEER: NI. , 9-11 A \,,EI r- — — _1 // TOILET ROOM I -I _\ , TACTILE RESTROOM 63 I •• I I 1 SIGNAGE-LEE B2/A502 _ _ - - - _ _ A502 • I H - - i� - � - �' I 1 - - TYP. 1 B/ 1 I Ihrt _1 LI 1 I ]_, >~ I I I L E > I # DESCRIPTION DATE 1 , 1 _ - - ':: ' i :_-r - - 11 / o • r c i � I I L�`_'� l ' T EXIT DISCHARGE TRAVEL I DISTANCE B TO D = 142'-0" \`.� TACTILE EXIT ROUTE OF TRAVEL I \A/ SIGNAGE DISTANCE E TO A = 73'-0" I EXIT DISCHARGE TRAVEL ! I TRAVEL A TO EXIT I DISTANCE F TO D= 194'-0" I I ADJACENT TENANT PASSAGEWAY = 95'-0" NI EXIT I PASSAGEWAY of < J EGRESS PLAN W / ._.3. ,)i 114" = 1'-0" ° z 441) Et, n ' .. ., D CL >c f JCPenne21C,MA ri-y Q Comet .. y� r W L' £ C. �N' . . V_:ii hF'-{,�t:k; rkljY kli ^--ac' ! i .� TOTAL OCCUPANT LOAD = 52 O N Z Oak.HOS r • �o; d ( ��• in `�` MAXIMUM COMMON PATH OF TRAVEL ALLOWED = 75'-0" ag- •M .. r - " ' '- I' t MAXIMUM COMMON PATH OF TRAVEL PROVIDED = 73'-0"> 75' 0" N Q '`Cedar mill f. , I -- Hillshoro �� ..4 .-�- ,. Portland .R i c.4 DlcK°5 C 7 Z J NUMBER OF EXITS REQUIRED = 2 ry-y ' - E PORTING c -• 1� •-_ NUMBER OF EXITS PROVIDED= 2 0 Z YYeit�ilaeen ;, +. GOODS rr nn CD A olza LYcst Slope ' vunms+ ;. Pi ;- ,"NJ MAXIMUM EXIT TRAVEL DISTANCE ALLOWED = 250'-0" (SPRINKLERED) (I) Rales ''Hillsco `'# "` -71 7-4 '-'` PropO5esi MAXIMUM EXIT TRAVEL DISTANCE PROVIDED = 218'-0" (SPRINKLERED) 7 ,n O BpsferfOtl 4 Len'.a_ -, f.While IHelu, L �J J ' +I wrr',carul _ • ,� � Am:mm.4349 Si- CO Garde,Horns x• 1. I� O sr _ r € ` li Farmington `Washin ,n uaro'c� W� V I 3 • 7-- -- I ��1'� U Milwaiikie Happy --.I -- - I i--- , , _ • 1 • t V Q Ct tk Oak Gfav[ Surmysm e� .9F r'r + s . -' :H. , . ' j n . . I. i �.i.,... z Croton Tigard k. - t.aurel Lake Oswego 3 �i2 MACY'S .r._ a . , ....f..� x r._ ,_.. ..- ' K Ki. City Clackamas + r l zuv ra u. 242.E sr I'1•1 i 1a1, �/ 5ttafls €e burham Marykarst r �1 *a. : P1/ zia: •a, . JP ... ,l�atklnsf Jennings Lodge n • ® i COw ll Z ''RO,iir Tualatin Gladstone Ou*I I'. i_ --:..- LO O . a i . IF 1 I • i I _ I-""r U) a, Q NORDSTROM • , West Lints ':+ - esaansc Sher-wont Staffc;rd - iI «.�r ` , ,9,.. k' ■ .-- GENERAL NOTES MDC Oregon City. til : •,: u -------- CORP - RELO "' ; .� 1. SEE SHEET A502 FOR ACCESSIBILITY SIGNAGE. lf�xr. 2. ACCESSIBILITY ROUTE OF TRAVEL SLOPES NOT TO EXCEED RUNNING SLOPE OF 1:20(5%) MAXIMUM C,:_4(_.) "' `--' CROSS SLOPE OF 1:50 (2%). 7647 3. SITE ACCESSIBILITY PROVIDED BY LANDLORD. 4. PROVIDE WALL MOUNTED FIRE EXTINGUISHER(S) PER FIRE MARSHAL'S INSTRUCTION WASHINGTON CONSTRUCTION DRAWINGS m SQUARE MALL Z • •Mobileif TIGARD, OREGON 1 HOUR RATED WALL • • 2 HOUR RATED WALL DATE: 8/23/2018 @ 1 VICINITY MAP @KEY PLAN • • • • 3 HOUR RATED WALL SCALE: DRAWN AS SHOWN LEO V TIGARD, OREGON WASHINGTON SQUARE MALL 4:31 PROJECTT No.: No.: TM0422 SHEET: Glol 1 2 3 4 1 2 3 4 MT • M it o e © MALL CONCOURSE 0 12920 SE 38th STREET BELLEVUE, WA 98006 www t-mobile.com / 0 r / . / • / 4112# 7 COPYRIGHT NOTICE: 0 I 0 0 ® 0 F'\ .... - ____ .,. _ _ _ __ _ - - 7 O These drawings and specifications are copyrighted and it I V — \ �4 ! - Y - - subject to copyright protection as an"architectural work"' under sec. 102 of the copyright act, 17 U.S.C. As r 1/ amended January 2003- The protection includes, , the "' ._r -_1-1- 1-- - --T � -- - -- -- - -_ iii 3�- IYii WE - — Undercompositionliitatpf protection, overallunform, arrangement ands spaces, and elements of the design. without — — 'Q'�fi_ _i _ — Under such rotaction, unauthorized use of these _f I— r l drawings and specifications may result in cessation of -----1 I I I I I I 1 \�� I construction,building seizure,and/or monetary liability. 1 T� 0 ® O 0 it 0 0 II ; Ii illm JLL Architecture, LLC U I .� .�� II I 13 II I 200 East Randolph Drive, Chicago, IL 60601 O r I II I 51 West 3rd,# 201, Tempe, AZ 85281 I II I tel +1 480 626 6304 0 Il I 4 I fax+1 480 401 3602 16 I0 I16 r III I rill! .... 0 0 0 I 0 0 U 0 (TYP.) N� I 1 'No--J-Dill L , � I �I r' RUSSELL M. I I ,+�/I // \ BAUMANN 1 / 1 13 I • r I • TEMPE, -i n____,_-7 I AZ • ADJACENT TENANT I - r 1 I I I No. 6155 c...$- 1 11/07/2012 I 1� MALL CONCOURSE O II � / - � O I 08/29/2018 1 III 0 I 0 III 0 &- - 1 11 OI (TYP.) � ® CONSULTING ENGINEER 1 I IL��` ,E II 1 . I % I 0 I 0 II I 2 � . 0 L I L _\\ 0 V ♦� 0 • O O \\ „,,, # DESCRIPTION DATE ;�~ O ® 11 t (T P.) I I 0 I -. O m E 1 __ •i)Ti___ --- -- -- - -- -- -- -- -- -- -- -- -- -- -- -- --- -- - -- -- --- II0 0 0 0 0 0 ADJACENT TENANT EXIT NOTE: PASSAGEWAY SEALED FLOORING IN EXISTING SALES AREA AND CONCRETE IN STOCK ROOM ARE SLIGHTLY SLOPING - SPECIFICALLY UPWARDS NEAR COLUMN FOOTINGS -VARIANCE NOTICED IS AS MUCH AS AN 0'-1" OVER SEVERAL FEET W EXISTING CONDITIONS AND DEMOLITION PLAN BFOR CONCRETE TRENCHING, NEW CONCRETE SHALL / 114" = 1'-0" �� a MATCH ADJACENT FINISH. TIE INTO EXISTING WITH#4 I RE-BAR INSTALLED AT 12" O.C. WITH 8" EMBEDMENT INTO ❑ EXISTING CONCRETE SLAB. 0 rZ ( //V) W Z Z J 0CCco N O a. KEYED NOTES SCOPE SUMMARY GENERAL NOTES < I— N H Z 1. CHECK MECHANICAL AND ELECTRICAL DRAWINGS PRIOR TO 10. REMOVE ALL CONSTRUCTION DEBRIS FROM AREA. REPAIR ALL 20. REMOVE ALL EXISTING PLUMBING FIXTURES. FITTINGS, AND PIPING (.9 r . ## NOTES 1 GENERAL CONTRACTOR AND/OR SUBCONTRACTORS SHALL REVIEW DEMOLITION WITH REGARD TO UTILIZING ANY EXISTING WIRING, ADJACENT DAMAGED SURFACES,AS NECESSARY. PREPARE ALL AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY PARTITION0 al ClO EXISTING COLUMN TO REMAIN - PATCH, REPAIR GYPSUM BOARD AND REPAINT AS SCHEDULED. REQUIRED TO INSTALL THE NEW WORK. A WRITTEN OUTLINE OF CO II THE EXISTING FACILITY TO DETERMINE THE EXTENT OF DEMOLITION LINES, COMPONENTS, ETC. DAMAGED SURFACES FOR FINISHES AS SCHEDULED OR REFINISH DEMOLITION AND NEW CONSTRUCTION. MODIFY EXISTING PIPING 2. PROVIDE TRASH CONTAINER AS REQUIRED AT LOCATION TO SUIT TO MATCH EXISTING FINISH. AS REQUIRED BY NEW CONSTRUCTION, OR IF NOT REQUIRED. T Z ALL REQUIRED DEMOLITION SHALL BE SUBMITTED TO THE T-MOBILE 2 LANDLORD. REMOVE DEBRIS DAILY AND HAUL FROM THE SITE AT 11 PROVIDE A SMOOTH, NEAT, AND CONTINUOUS APPEARANCE TERMINATE AND CAP OFF AT WET STACK. 2 EXISTING DEMISING WALL TO REMAIN. PATCH AND REPAIR AS REQUIRED. DESCRIBING THE FOLLOWING (BUT NOT LIMITED TO) TIME TO SUIT LANDLORD. WHERE DEMOLITION WORK MEETS ADJACENT EXISTING WORK. 21 REMOVAL/RELOCATION OF ALL CEILING EQUIPMENT (TYCO. FIRE O O 1.1. CONDITION OFR RELOCATION POWER AND REFURBISHING, AND NOR NEEDS, 3. NOTIFY ARCHITECTS IMMEDIATELY OF ANY DISCREPANCIES OR REMOVE EXISTING FINISHES AS REQUIRED TO PROVIDE NEAT, ALARM, SPRINKLER, SHOPPER TRAK, ETC.) MUST BE PERFORMED (--) C U 3 EXISTING NEUTRAL MALL PIER TO REMAIN. FEASIBILITY FOR RELOCATION OR NEED FOR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. STRAIGHT SEAMS AND TRANSITIONS BETWEEN EXISTING AND BY THE REQUIRED VENDORS. T-MOBILE'S VENDOR TO RELOCATE O .. O REPLACEMENT DUE TOAGE OR EXISTING CONDITION. 4 LEASE LINE 1.2. CONDITION OF EXISTING GYPSUM BOARD ON EXISTING DEMISING 4. ALL REMOVED MATERIAL AND DEBRIS, NOT OTHERWISE MATCHING NEW FINISHES. SECURITY CAMERAS AS NEEDED PER NEW CV FIXTURE LAYOUT. U ❑ n E DESIGNATED, BECOMES THE PROPERTY OF THE CONTRACTOR, 12. IN ACCORDANCE W1TH LOCAL CODES, REPLACE ALL FIRE COORDINATE WITH T-MOBILE'S PROJECT MANAGER WALLS AND RECOMMENDATION OF WHETHER TO REMOVE WHO SHALL REMOVE IT FROM THE SITE. SUPPRESSION AND FIRE ALARM EQUIPMENT DISTURBED BY 22_ G.C. TO CONFIRM FLOOR SLAB IS SMOOTH AND LEVEL AND NOTIFY 5 G.C. TO PROVIDE AND MAINTAIN BARRICADE PER MALL REQUIREMENTS EXISTING OR REUSE TO BE DETERMINED IN FIELD, LU 5. G.C. SHALL NOT DEMOLISH ANY LOAD BEARING WALLS OR DEMOLITION WORK. MAINTAIN INTEGRITY OF FIRE SUPPRESSION CONSTRUCTION PM OF ANY DISCREPANCIES. Z 4 < Z 1.3. MATERIALS,SUMMAAIZE QUOMMNTAND AC FOR REUSE OF EXISTING CONSTRUCTION THAT WILL COMPROMISE THE STRUCTURAL AND FIRE ALARM SYSTEMS. 23. MAINTAIN EXISTING EXITS, EMERGENCY LIGHTING, AND r� I ❑ 6 REMOVE NON BEARING PARTITION WALL EQUIPMENT AND ACCESSORIES. ONCE REFURBISHED INTEGRITY OF THE EXISTING SPACE. G.C. TO NOTIFY THE 13. IN THE CASE THAT THE EXISTING CABLE LINE, PHONE LINE AND ILLUMINATION MEANS OF EGRESS DURING DEMOLITION AND = [W� v1 �J TO A LIKE-NEW CONDITION, ITEMIZE THE CREDIT TO THE ARCHITECT IMMEDIATELY OF ANY STRUCTURAL CONCERNS BLOCK, T-1 LINE AND DATA CABLING ARE PRESENT, G.C. SHALL CONSTRUCTION AS REQUIRED BY JHA AND ALL GOVERNING CO ✓ ' CO a 7 REMOVE EXISTING DOOR AND FRAME CONTRACT. DURING DEMOLITION. SALVAGE AND REWORK TO FACILITATE NEW INSTALLATION CODES. V J E + 1.4. TENANT G C SHALL NOTIFY ARCHITECT OF ANY UN-NOTED Z 8 REMOVE EXISTING RESTROOM: FLOOR AND WALL FINISHES, PLUMBING FIXTURES, TOILET PARTITIONS, 6- EXISTING EQUIPMENT NOT BEING USED MUST BE COMPLETELY 14. G.C. SHALL CONSTRUCT A BARRICADE WALL'AS REQUIRED. G.C. 24. SAW-CUTTING SHOWN ON PLANS IS AN INDICATION OF THE CO EXISTING CONDITION WHICH CONFLICTS WITH THE PROJECT REMOVED/DISPOSED OF PROPERLY NOTHING CAN BE SHALL COORDINATE REQUIREMENTS WITH MALL PROPERTY INTENDED WORK FOR BIDDING AND COORDINATION PURPOSES O ACCESSORIES, CEILINGS, LIGHT FIXTURES, ETC. REQUIREMENTS AND MAY REQUIRE MODIFICATION, RELOCATION, rn LO n LU Q OR REMOVAL TO COMPLETE THE PROJECT WITHIN 24 HOURS SO ABANDONED ABOVE THE CEILING. MANAGEMENT. ONLY. IT IS NOT INTENDED TO BEA SPECIFICATION OR METHOD. V J o_ 9 REMOVE /RELOCATE ELECTRICAL PANEL AND EQUIPMENT - SEE ELECTRICAL PLANS THAT THE NECESSARY DRAWING REVISIONS MAY BE 7 REMOVE EXISTING ACOUSTICAL CEILING GRID AND TILES, LIGHT 15. BARRICADE GRAPHICS SHALL BE PROVIDED BY MALL UNLESS 25. WHEN EXISTING MECHANICAL SYSTEM IS TO REMAIN, G.C. TO INCORPORATED INTO THE PROJECT REQUIREMENTS. FIXTURES. AND GYPSUM WALLBOARD SOFFITS AS SCHEDULED OTHERWISE REQUESTED. G.C. SHALL ENGAGE T-MOBILE'S SIGN CLEAN DUCTWORK, DIFFUSERS. AND REPLACE HVAC AIR FILTERS 10 EXISTING EXIT PASSAGEWAY DOOR TO REMAIN FOR DEMOLITION AND AS REQUIRED BY PARTITION DEMOLITION VENDOR FOR BARRICADE GRAPHICS AS REQUIRED. AFTER CONSTRUCTION AND CLEANUP IS COMPLETE PRIOR TO 1.5. IN ADDITION TO THE ABOVE, REFER TO GENERAL DEMOLITION AND NEW CONSTRUCTION WORK. MAINTAIN EXISTING CEILING 16. FIRE SPRINKLER SYSTEM TO REMAIN -G.C. TO RE-WORK/MODIFY TURNING PROJECT OVER TO T-MOBILE. REMOVE ALL EXISTING WALL AND FLOOR FINISHES, FIXTURE, FITTINGS ETC. - PREPARE FLOOR FOR NEW FINISHES, NOTES INDICATED IN SPECIFICATION DIVISION 2-DEMOLITION 1 WIRE HANGERS FOR FUTURE USE SYSTEM AS REQUIRED FOR NEW CONSTRUCTION. 26. DURING CONSTRUCTION, THE G.C. IS TO PROVIDE A MDC 11 TYPICAL THROUGHOUT SPACE BUILDING ALTERATION 8. REMOVE EXISTING ELECTRICAL DEVICES, OUTLETS, TELEPHONE 17. WHERE REQUIRED BY THE LOCAL JURISDICTION, G.C. SHALL PORTABLE FIRE EXTINGUISHER WITH A RATING OF NOT LESS CORP - RELO 1.6. CONDITION OF EXISTING MECHANICAL SYSTEM; FEASIBILITY OF AND DATA JACKS AND THERMOSTATS IN PARTITIONS SCHEDULED PREPARE A"RECYCLING PLAN"TO DIVERT DEBRIS FOR REMOVE ALL EXISTING CEILINGS, SOFFITS, LIGHT FIXTURES, HVAC DISTRIBUTION, DIFFUSERS, GRILLES, WIRING, REUSING, RELOCATION, OR REFURBISHING EXISTING EQUIPMENT THAN 2-A WITHIN 75 FOOT TRAVEL DISTANCE TO ALL 7647 12 CABLING AND ALL OTHER ITEMS NO LONGER REQUIRED OR INTENDED FOR REUSE, TYPICAL THROUGHOUT SPACE AND DUCTWORK:AND RECOMMENDATION OF REPLACEMENT, IF FOR DEMOLITION. MODIFY EXISTING WRING AS REQUIRED BY NEW RECYCLING. G.C. SHALL KEEP RECORDS OF DIVERTED MATERIAL PORTIONS OF THE SPACE. NECESSARY. PRIOR TO BID SEE MECHANICAL DRAW NGS FOR CONSTRUCTION OR, IF NOT REQUIRED, TERMINATE AND CAP OFF AS REQUIRED. G.C. TO VERIFY REQUIREMENTS WITH JURISDICTION 13 REMOVE EXISTING STOREFRONT DOORS, FRAMES, WINDOWS AND SURROUNDS AND PREPARE FOR INSTALLATION AT NEAREST PANEL OR SOURCE ABOVE CEILING. AND TO MALL OPERATIONS!LANDLORD WHERE APPLICABLE. OF NEW STOREFRONT SCOPE OF MECHANICAL WORK 9. REMOVE EXISTING FLOOR FINISHES SCHEDULED FOR REMOVAL 18. REMOVE ALL EXISTING INTERIOR PARTITIONS.. DOORS. AND DOOR 2. WHEN EXISTING CEILING IS TO REMAIN. REPLACE INDIVIDUALCONSTRUCTION DRAWINGS AND AS REQUIRED BY PARTITION DEMOLITION AND NEW FRAMES SCHEDULED FOR DEMOLITION. REMOVE ALL MILLWORK, 14 EXISTING MAIN MALL BULKHEAD ABOVE TO REMAIN CEILING TILES IF DAMAGED OR NOT MATCHED TO ADJACENT TILES. CONSTRUCTION PREPARE EXISTING FLOOR SURFACE PER EQUIPMENT, ETC. THAT IS ATTACHED TO PARTITIONS SCHEDULED IF MORE THAN 25%ARE DAMAGED OR NOT MATCHED TO ADJACENT MANUFACTURER FOR INSTALLATION OF NEW FLOORING MATERIAL FOR DEMOLITION_ 15 NOT USED TILES, G.C. TO REPORT CONDITION AND COORDINATE EXTENT OF AS INDICATED IN THESE PLANS. G.C. MAY NEED TO PERFORM A 19. REMOVE EXISTING HVAC CEILING DIFFUSERS AND RETURN REPLACEMENT WITH CONSTRUCTION PM. MOISTURE TEST PRIOR TO ANY DEMOLITION OR NEW FLOORING GRILLES AS SCHEDULED FOR DEMOLITION AND AS REQUIRED BY SAW CUT/TRENCH EXISTING CONCRETE SLAB FOR INSTALLATION OF ELECTRICAL AND DATA CABLING CONDUITS DATE: 8/23/2018 INSTALLATION. NEWLY REPLACED OR LIKE-NEW FINISHES MAY PARTITION DEMOLITION AND NEW CONSTRUCTION. MODIFY 16 SEE ELECTRICAL PLANS. CONTRACTOR TO VERIFY AND CONFIRM SIZE, ROUTE AND EXTENT OF TRENCHES. REPAIR REMAIN AT THE DISCRETION OF THE CONSTRUCTION PM. G.C. TO EXISTING DUCTWORK AS REQUIRED BY NEW CONSTRUCTION, OR SCALE: AS SHOWN TRENCH WITH CONCRETE INFILL, SEE DETAIL A2/A571 AND COORDINATE WITH SHEET E101. VERIFY PRIOR TO REMOVAL_ PROTECT ALL NEW FLOOR FINISHES IF NOT REQUIRED. TERMINATE AND CAP OFF SUPPLY AND RETURN DRAWN BY: LEO V SAW CUT/TRENCH EXISTING CONCRETE SLAB FOR INSTALLATION OF PLUMBING - SEE PLUMBING PLANS. UNTIL FINAL CLEANING. DUCTS AT NEAREST SOURCE ABOVE CEILING. PROJECT NO.: TM0422 17 CONTRACTOR TO VERIFY AND CONFIRM SIZE, ROUTE AND EXTENT OF TRENCHES. REPAIR TRENCH WITH SHEET: CONCRETE INFILL, SEE DETAIL A2/A571 A101 1 2 3 4 1 2 3 4 MT • • it Mo e Me MALL CONCOURSE 12920 SE 38th STREET BELLEVUE, WA 98006 67'-6" V.I.F. www.t-mobile_com fLEASE LINE 7 EXISTING NEUTRAL PtER TO REMAIN - INSTALL 1 I COPYRIGHT NOTICE: 314"VERTICAL METAL REVEAL BETWEEN LEASE LINE NEUTRAL PIER AND NEW STOREFRONT / NEW STOREFRONT WALL WITH BRAKE METAL FINISH - SEE SHEETS A221 AND A222 ,` NEW STOREFRONT SEE SHEETS A221 AND A222 , 2'-11" / . I These drawings and specifications are copyrighted and I EQ 1 �'_B" EQ ^ ,I I undersubject tto sec.o 1021 off protection pyrightn act, 17cU.S.C.work" As Al // f' / I amended January 2003 The protection includes, Lc)rA222 I I without limitation, the overall form, arrangement and in — — f spaces, — —— —— —— —— —— —— —— —— —— —— —— —— — - —— Under such protection, aunnauthorzned ofthe ofthese esign. I ' r I I �. �. drawings and specifications may result in cessation of -� I J I 7 7 I construction,building seizure.and/or monetary liability. �� J - -------i 1A1EIEIEI 1AI2J31XI` I I ARCHITECT: I , 8'-9" �i� 14'-0" �� � / EQ / EQ �, EQ �, 2'-11";f' �1, o, / EQ , EQ ,�_ JLL Architecture, LLC I, o i 0 I INVENTORY I I 200 East Randolph Drive, Chicago, IL 60601 IA 1 3 X LEASE LINE I I 51 West 3rd,# 201, Tempe, AZ 85281 i II tel +1 480 626 6304 11 AIEIEIE B 2 3 X / -11312131X ' / 17'-9" �I IB23X I I 1 ` I I I /1 '_1 fax+1 480 40 1 3602 I f Is t D4 idI \- / LIN I `..._.....-' I N I Q EXISTING COLUMN TO REMAIN - EXISTING COLUMN TO REMAIN - EXISTING COLUMN TO REMAIN - 0 I PATCH, REPAIR AND REFINISH B3 PATCH, REPAIR AND REFINISH PATCH, REPAIR AND REFINISH Q 1 GYPSUM BOARD AS SCHEDULED A541 GYPSUM BOARD AS SCHEDULED GYPSUM BOARD AS SCHEDULED I - c IP I — I a 1,{ 0 0 0 I ft W •40.1110%7; v?�{tN li I 'r—� B I 1 131 X 1 1 w ti w Vii: �� ADJACENT TENANT -, Z I - Z RUSSELL M. `r� _ I-1-1 I PLAN TUBE FUTURE DIGITAL DASHBOARD. I� ,`. w w MALL CONCOURSE 4 BAUMANN Q I PROVIDE BLOCKING AND DATE il u) T Q TEMPE,AND POWER OUTLETS H u-I y- 'n I I z co AZ • `' I I No. 6155 c$''" I BACK OF HOUSE ` SALES AREA ( D1, I tL 1 10 7120 1 2 WALL MOUNTED FIRE B4-....) I o O O II EXTINGUISHER A541 —• \ Iup 08/29/7,x18 TYf\ TELEPHONE BOARD '•1 LADDER HOOKS } z AND I.T. EQUIPMENT - _ _ ��' .` I: J SEE SHEET E302 '^___ /I \I CONSULTING ENGINEER: 1 I `1611131A CDS IgI1I3IX1 NEW ELECTRICAL PANELS I / \ SEE ELEC. PLANS - • ~-1BIII6IAI --1-1 BI1131AI I I B 1 1 1 31 X iii TOILET ROOM VESTIBULE / I mind 0 [ ` ' DESCRIPTION DATE .- A I •` .I v ' 0 n-7 10'pi ,1 ISISI CA (D2) AIEIEIE ___11 __ fl r-- --tel-- -- -- — -- I -- — ' -- -- -- -- -- •.._ -- _- -- -- -- __ ` — IBI 316IAI- BI3I31X1 LAIEIFIEI LEASE LINE / EXISTING NEUTRAL PIER TO REMAIN - /, 2'-3" 7'-8" �� 5'-0" INSTALL 3/4" VERTICAL REVEAL // EXIT PASSAGEWAY B1 A511 A501 ADJACENT TENANT i w z CONSTRUCTION FLOOR PLAN W Z 114" - 1' 0" a t' , n , D a 0 IX CD 0 W zO CC O � SHEET SYMBOLS Q H N LL D0 ~ Z 0 z (3) O SEE SHEET A531 FOR / EXISTING AREA N.I.C. CO I 11121314 CONFIGURATION, Z rr^^ CONSTRUCTION AND Z CE O INSULATION DETAILS O g3 CE C) H0 0 p ( % Z Ce z J � U � COZ Q Q CO 0 l.'JU�jr�-,�: PI) EXISTING DOOR. neU)c.`�r EXISTING SLAB 0) 0_ U Q LI PATCH AND REPAIR TO \C ' \u> LEAVE OUT "AS NEW' CONDITION 1,<Yr-V� I/4.'� AS NECESSARY GENERAL NOTES MDC 1. G.C. TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTS IMMEDIATELY OF ANY CORP - RELO E = EXISTING DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. 2. FOR ALL PARTITION CONNECTION DETAILS (TOP AND BOTTOM) SEE SHEET A531. 3. ALL ANGLED WALLS ARE 45°, 90°, OR 135° U.O.N. 7647 4. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. 5. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS (UTILITY SINK, KITCHENETTE, DRINKING FOUNTAIN, TOILET ROOM, ETC.) CONSTRUCTION DRAWINGS 6. G.C. TO COORDINATE LOCATION OF ELECTRICAL FLOOR BOXES WITH ELECTRICAL NEW DOOR AS 11 DOOR NUMBER. SEE DRAWINGS AND FIXTURE PLAN. SCHEDULED (DLJ SHEET A541 FOR 7. WHERE EXISTING INSULATION IS REMOVED OR MISSING, PATCH AND REPLACE INSULATION DETAILS AND SHEET A621 TO MATCH EXISTING CONDITIONS AND MAINTAIN REQUIRED R-VALUES. FOR DOOR SCHEDULE. 8_ ALL DOORS TO BE LOCATED 4" FROM PERPENDICULAR WALL UNLESS OTHERWISE NOTED. DATE: 8/23/2018 ALL DOORS DIMENSIONED TO ROUGH OPENING OF DOOR. SCALE: Ass SHOWN 9. ALL DIMENSIONS ARE FROM FACE OF GYPSUM BOARD TO FACE OF GYPSUM BOARD UNLESS OTHERWISE NOTED. DRAWN BY: LEO V 10. SLAB PENETRATIONS SHALL BE MADE WITH PROPER LOCATION AND X-RAY IDENTIFICATION PROJECT No.: TM0422 OF EXISTING REBAR AND/OR POST TENSION CABLES. SHEET: A111 I 1 2 3 4 1 2 I 3 4 MrF • • it Mo e •• MALL CONCOURSE 12920 SE 38th STREET BELLEVUE, WA 98006 www.t-mobile.com REPAIR MALL TILE FLOOR FINISH TO REPAIR MALL TILE FLOOR FINISH TO REPAIR MALL TILE FLOOR FINISH TO COPYRIGHT NOTICE: MATCH EXISTING AND TO MATCH EXISTING AND TO MATCH EXISTING AND TO MANAGEMENT REQUIREMENTS AND 84 MANAGEMENT REQUIREMENTS AND MANAGEMENT REQUIREMENTS AND These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work" APPROVAL WHERE REQUIRED A332 APPROVAL WHERE REQUIRED APPROVAL WHERE REQUIRED under sec 102 of the copyright act, 17 U.S.C. As amended January 2003- The protection includes, without limitation, the overall form, arrangement and —— —— composition of spaces, and elements of the design. ' 1 I —— —— —— —— —— —— —— —— —— —— —— — —— —— —— Under such protection, unauthorized use of these 1 �-\ drawings and specifications may result in cessation of 1 construction,building seizure,and/or monetary liability. I 11 ©� o• OEM C4 A571 I ARCHITECT: I I (TYPICAL AT STOREFRONT I REPAIR MALL TILE FLOOR FINISH TO INVENTORY GLAZING) , MATCH EXISTING AND TO v I~ I F F205 APPROVAL WHEREMANAGEMENT Q REQUIRED AND JLL Architecture, LLC I 1B B101 • . �I I I 200 East Randolph Drive,Chicago, IL 60601 I W P101 W 201 , !- _- I .-" I _ I _ W 201 C4 1 51 West 3rd,4 201, Tempe, AZ 85281 I. A571 tel +1 480 626 6304II / 1 • / , fax +1 480 441 3602 I Ir L . . EI LI I._._.._'......_. I I i • i CI o a k of 1 • . I ©© OECD ©� ©EM OECD ©� , :�f. L ADJACENT TENANT — SALES AREA C I MALL CONCOURSE �+ BAUMANN +� II lC3 a F F204 f A571 TEMPE,SELL M. • I BACK OF HOUSE F F205 I B B201 i I W P101 1 EXTEND SALES FLOOR FINISH UP No. 6155 BB101110712012 � 10 W P101 TO LEASE LINE - INSTALL OF o \ 1 SCHLUTER STRIP AT MALL TILE JOINT PER MALL MANAGEMENT 0S/292015 1 / ' REQUIREMENTS AND APPROVAL I /1I PAINT 4" WIDE SAFETY YELLOW J. C L CONSULTING ENGINEER: STRIPE AND WORDS "NO I n STORAGE" ON FLOOR N ` H1 I I / < B2 I \ A571 I � 36" /CLEAR �i ■ PAINT DOOR AND FRAME P101 ON BOH AREA I - CW1202 ©® ©® SIDE ONLY. VERIFY EXISTING DOOR HAS KICK 571 DESCRIPTION DATE S I [ , PLATE ON PUSH SIDE, IF NOT, PROVIDE AND r\/1 INSTALL NEW KICK PLATE ON PUSH SIDE OF 1 A3 GLAZING)AT STOREFRONT DOOR. IVES 8400 10"X2" LDW 630. A571 p ��I �(' m Imo. �@ I____ I I —— I —— ——I I-- -- I -- T— -- —_-- —— — 3' 6" REPAIR MALL TILE FLOOR FINISH TO •./ MOP SINK TOILET ROOM VESTIBULE MATCH EXISTING AND TO MANAGEMENT REQUIREMENTS AND C2 F F203 F F203 F F204 APPROVAL WHERE REQUIRED A571 B F203 B F203 — B B201 W P101 W P104 W P101 EXIT W W1o1 W W102 PASSAGEWAY ADJACENT TENANT B1 FINISH FLOOR PLAN4pirrw 114" = 1'-0" 0 1' 2' 4' LJ� , n l D a NOTE: CO SEALED FLOORING IN EXISTING SALES AREA AND CONCRETE IN EXISTING STOCK ROOM ARE SLIGHTLY SLOPING - SPECIFICALLY w UPWARDS NEAR COLUMN FOOTINGS -VARIANCE NOTICED IS AS Z O CO MUCH AS AN 0'-1" OVER SEVERAL FEET. N GENERAL CONTRSCTOR SHALL DISCUSS REMEDY WITH TMO PROJECT MANAGER PRIOR TO INSTALLING NEW FLOOR FINISHES D I'► N. o ZCO a) CI- IX Z � rnO O 3FINISH SUMMARY O o � O SYMBOL DESCRIPTION 0Z B1## BASE- RUBBER I B2## BASE- WOOD = wwJ CO F1## FLOORING WOOD CD Q in ct Z F2## FLOORING - RESILIENT TILE O � Ccs (OrnCL F3## FLOORING - CERAMIC / PORCELAIN TILE GENERAL NOTES F4#4# FLOORING - CARPET 1, SEE SHEET A571 FOR FLOOR TRANSITION AND BASE DETAILS SHEET SYMBOLS P1## PAINT 2. PREPARE EXISTING FLOOR SURFACE PER MANUFACTURER SPECIFICATIONS FOR MDC INSTALLATION OF NEW FLOORING MATERIALS AS INDICATED IN THESE PLANS. SEE CORP - RELO W1## WALLCOVERING WET AREA SURROUND SPECIFICATIONS AND MANUFACTURER INSTRUCTIONS FOR ADDITIONAL FLOOR INSTALLATION NOTES. CLEAN AND FINISH FLOOR PER MANUFACTURER INSTRUCTIONS. 7647 / . _ W2## CORNER GUARD 3. FOR FLOOR FINISHES, COMPLY WITH THESE RECOMMENDATIONS AT MINIMUM OR NOT EXISTING AREA N.I.C. �X ###) FINISH TAG LESS THAN MANUFACTURER'S WRITTEN INSTRUCTIONS. REFER TO MANUFACTURER'S INSTALLATION SPECIFICATIONS FOR ALL FINISHES INCLUDING FLOOR LEVELING X REQUIREMENTS, EXPANSION SPACES, VAPOR BARRIERS, UNDERLAYMENT, SITE CONSTRUCTION DRAWINGS CONDITIONS, ETC. 3.1. SUBFLOOR PREPARATION: GRIND HIGH SPOTS AND FILL LOW SPOTS TO PRODUCE A MAXIMUM 1/8" (3-MM) DEVIATION IN ANY DIRECTION WHEN CHECKED WITH A 10' (3-M) ROOM FINISH TAG <XX ###>X# FIXTURE TAG STRAIGHT EDGE F X### FLOOR FINISH 3.2. EXPANSION: PROVIDE EXPANSION SPACE AT WALLS AND OTHER OBSTRUCTIONS AND DATE: 8/23/2018 B X### BASE FINISH TERMINATIONS OF FLOORING OF NOT LESS THAN DIRECTED BY MANUFACTURER. 3.3. PROTECTION: PROVIDE FLOOR PROTECTION UP UNTIL FINAL CLEANING. SCALE: AS SHOWN 1W X### WALL FINISH 4. CENTER FLOORING WITHIN EACH ROOM. FIRST PLANK SHOULD BE CENTERED BETWEEN DRAWN BY: LEO V. THE DEMISING WALLS AND PLACED SO THAT PARTIAL PLANKS ARE NEAR THE DEMISING PROJECT No.: TM0422 ALL EQUIPMENT, FINISHES, FIXTURES, FURNITURE, AND GRAPHICS TO BE INSTALLED PER WALLS AND UNDERNEATH THE SYSTEM WALL UNLESS OTHERWISE NOTED. MANUFACTURER'S RECOMMENDATIONS. SEE A600 SERIES SHEETS FOR ALL SCHEDULES. SHEET: • A 1 2 1 1 2 3 4 1 2 3 4 • MT • o le • INVENTORY MALL CONCOURSE 12920 SE 38th STREET BELLEVUE, WA 98006 Al T GYP EXISTING MALL BULKHEAD A3 www.t-mobile.com A323 F P101 - ABOVE TO REMAIN A323 H 9'-6" COPYRIGHT NOTICE: 7 These drawings and specifications are copyrighted and 8'-8" 8,-8,, 8'-8" 8'-8"if_ ,1'-9" / subject to copyright protection as an"architectural work" ' 'I - 'I 'I 'I under sec. 102 of the copyright act, 17 U S.C. As -! amended January 2003. The protection includes, - _ _ I without limitation, the overall form, arrangement and - - - - composition of spaces, and elements of the design- t I I r t t - r Under such protection, unauthorized use of these drawings and specifications may result in cessation of • JI_,J, �. j ' �� I �� I �J construction,building seizure,and/or monetary liability. co I r I • C; O N:-.-— - - - 0 - - • - - • - . • - O ARCHITECT: LU EXISTING MALL BULKHEAD . . _ W .. . LED ML1 LED-ML1 LED-ML1 • LED ML1 LEDiML1 ABOVE TO REMAIN c.) A . . .. . . • JLL Architecture, LLC LE] LC2-R-.M w /711 ! .� 200 East Randolph Drive, Chicago, IL 60601 • LED-1.C2-S - ' LED-Lq2-S-EM :c1— I - �, 4'-0" I 51 West 3rd,# 201, Tempe, AZ 85281 • w EQ U 1 Al tel +1 480 626 6304 ,� EQ. �, 7-0 Q r w I i i A322 fax +1 480 401 3602 '\ T T 'C. T i SOFFIT 0 .11$1 ( .. <5,141 551 / 1. i • i i . T GYP C3 ED-ML3 LED-ML3 LED-ML3 �� F P101 A Z1 .2. ZIL___ A541 i i H 9'-0" A531 LEDTMLI . • i •.l I LED-LC2-F LI=D-LC2-F L FD-LC2-F L9 j 1 BACK OF HOUSE 0 w LI :0 �; A3 • 1 4li A321 ��l �a�M1` ?�^ T C101 I t F - N �li , - R \ +� RUSSELL M. ,� H 9-6r ° _ : SOFFIT BAUMANN • LEI]-LC2-R-I=M LI=D-LC2-F1 2-R - ^2-R-EM -• I =__=---St=_ ___ ====3=S ---T-=T== T METAL 0 0 •====T=-r ==f=== TEMPE, '".'3 w =_=_ _}- f#C-- 1 2 3 4 •T •Mo g e m MALL CONCOURSE 12920 SE 38th STREET BELLEVUE, WA 98006 www,t-mobile.com B1 A221 INSTALL WALL GRAPHIC CENTERED ON WALL. COPYRIGHT NOTICE: PROVIDE CUSTOM LED LIGHTING BEHIND WG3 (M62) WALL GRAPHIC (BY FIXTURE MANUFACTURER) These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work" LOCATE POWER SOURCE IN CENTER OF GRAPHIC. under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, - without !imitation, the overall form, arrangement and composition of spaces. and elements of the design. ...� ebb.•• __ _ il__ r •.. i __ __ __ __ __ . .. .. M111 il 11 Under such protection, unauthorized use of these t ' I I ' II —0. -1• drawings and specifications may result in cessation of Al I construction, building seizure, and/or monetary liability JJJJJJ Q I I L� A201 1' 4" 1'-0" �1'-4" , 10 118" 1 • w <FG 304> <FG 304> <FG 304> /g,' / / / / ,r ARCHITECT: U I IMI50 I MI62 ' <FF 501> INVENTORY <FW 503 ' JLL Architecture, LLC 1 a%,��, 'Z _4, I II { I I 200 East Randolph Drive, Chicago, IL 60601 00 - I I � 1 �� 14 _ ISI � IIII cN t ! ++II ``kk IIII IIII ''(( I51 West 3rd,# 201, Tempe, AZ 85281 U w M' ( n nUU u U tl ' r'''-1II �/ 304 / ` o <FF 601rl- <FF 601> tel+1 480 626 6304 <FG1 - 3 0 -<FW 201> -- -<FW 102 FW 201>— —<FW 102><E1/7 301 X4 — — — 1 I fax +1 480 401 3602 <ES 104> / li M125 1M124 �� li • I — �M107 IMI 11 o E. ' 1 0 <FG 500 \ n /� / 5'-2 3/4" f 4'-0" �� 1'-8" CO I / 7 BACK OF HOUSE o < \ _ N ' C 1 0 N \\ un N 0 a1 N `L oP - + B3 A202 C3a I_��- .�/ li o � � ` .�!r1; `r• _ 8 a n4<FF0 � ° '19 B1 <FG 201>X4 603>X4 I I I. c� ' 1 ® , v A —� ,� I RUSSELL M. tk..1) II 7 ^ i \ --� M \'� ❑ �� <FF 605�> �M 34 Q : BAUMANN I "' I�� ��I — - I ! ._ H <FF 203> J A221 TEMPE = ^ ri <FF 605> o ALIGN EDGE OF / I • •• ADJACENT TENANT PLAN TUBE I mg <FG 101> o I aN Cri FIXTURE WITH COLUMN / No. 6155 0 60" 0 CLR. \/ _ 11/07/201 c,..$. 2 -� N SALES AREA ...----- MALL CONCOURSE WALL MOUNTED FUTURE DIGITAL \ s oCr °� \\ ~ C1 0�O of ADA SERVICE w -^� ® \ OS/29/201e I.T. EQUIPMENT AND FIRE EXTINGUISHER DASHBOARD = " COUNTER Lc) PHONE BOARD SEE j LADDER HOOKS —,,\ �-- vv v C i 03 A201 C3 1 SHEET E302 - - SEE SHEET A202 / o I ' Q %, 1,- 30" X 48" CLR. nn � 'L •� I B1 I �� '— ,L l I N w _ _ 4? CONSULTING ENGINEER. 1}I r � g I I � !c - �y IlEN 1 N N I T— I I v ± li it- - I• m 9Lu TOILET ROOM o �- ` _ �� iMi34I \/ o -- �\ c-> co <FF 605> <FF 2037 I ELECTRICAL EQUIPMENT 5 _ VESTIBULE LOCATION. SEE - - /_ VESTIBULE - V L C4 - 1'-8" a ELECTRICAL DRAWINGS. I - -w - / , A501 ;? El=) 10 I l Cl i- 45 00 A DESCRIPTION DATE I ��\ M1 09 <FW 102x2 <FW j 102X2 I - - - -�._ A501 1M125 IM 22 I � ` __ f / 1_1 I i L <FW 103> -<FW 201}- M04 '- - -<FW 201>- - - <IW 403>- - - -IW 201> - - - -MI06o �I1 � r- - -ill .1.7 � - Q M 1 O 0 0 i 1 _ 10113 L I -, -. ��� 1 ,a, , , <FW 302 X1 r, J - <FW 301>X8 m ,, n n ,, n n .j.'. n n it it n n n n I I I I I I i T I 1' 1 3/4" r / �' : 1 0 / 1'-0" / �� 1' 0" 9 �, 1'-O" 1 j' 1'-0" / �, 1'-0" 6 1/8" // • EXIT 20'-8 1/8" 12'-9 112" / PASSAGEWAY ADJACENT TENANT FIXTURE FLOOR PLAN W n 114" = 1' 0" 0 z a n , 441PIF D C/) Z w Z Q Et ON J Q 1—�- N 0- D CDN- OC 0 z 0 SHEET SYMBOLS FIXTURE, FURNITURE AND EQUIPMENT SUMMARY _ a Z coO O SYMBOL DESCRIPTION SYMBOL DESCRIPTION O O J EG1## EQUIPMENT GENERAL FG1## FURNITURE GENERAL- TABLE 0 / EXISTING AREA N.I.C. 0 0 ' w ES1## EQUIPMENT SECURITY FG2## FURNITURE GENERAL SEATING Z * Z Ce ET1## EQUIPMENT TECHNOLOGY FG3## FURNITURE GENERAL- STORAGE — LLJ u) FF1## FLOOR FIXTURE- SALES COUNTER FG5## FURNITURE GENERAL- WALL MOUNTED ,JJ•'• < f X V <XXI###>X# FIXTURE TAG FF2## FLOOR FIXTURE- FEATURE TABLE FG6## FURNITURE GENERAL- KITCHENETTE Ln O � v) a) 0_ FF3## FLOOR FIXTURE- DIGITAL MONITOR FW1## FIXTURE WALL- DISPLAY WALL FF4## FLOOR FIXTURE- CONSULTATION TABLE FW2#4 FIXTURE WALL-ACCESSORY MI## I MERCHANDISING MDC CONTENT TAG CORP - RELO FF5## FLOOR FIXTURE - 2 SIDED FRAME FW3## FIXTURE WALL- SYSTEM WALL FF6431 FLOOR FIXTURE- SEATING FW414 FIXTURE WALL- DIGITAL MONITOR61i4."7 DI. DIGITAL GENERAL NOTES CONTENT TAG FW5## FIXTURE WALL WALL GRAPHIC 1. G.C. TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTS IMMEDIATELY OF ANY CONSTRUCTION DRAWINGS DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. 2. G.C. TO VERIFY THAT ADA COUNTERTOPS COMPLY WITH C2/A501 3. FIXTURES FURNISHED BY T-MOBILE AND INSTALLED BY G.C. OR FIXTURE VENDOR. REFER LINETYPE INDICATESTOTAL NUMBER OF POS TO FIXTURE MANUFACTURER INSTRUCTIONS FOR ALL ATTACHMENTS TO WALL AND FLOOR. ACCESSIBLE CLEARANCE PROVIDE ALL BLOCKING AND ANCHORS AS REQUIRED. DATE: 8/23/2018 4. DIMENSIONS ON THIS SHEET ARE FOR FIXTURE LOCATIONS. G.C. TO COORDINATE FLOOR SCALE: AS SHOWN TOTAL NUMBER OF CASH DRAWER LOCATIONS ## POWER AND/OR POWER POLE LOCATIONS WITH DIMENSIONS ON ELECTRICAL SHEETS. 5. RELOCATE ALL THERMOSTATS AND OTHER WALL MOUNTED DEVICES AS PER LOCAL CODE DRAWN BY: LEO V ALL EQUIPMENT, FINISHES, FIXTURES, FURNITURE, AND GRAPHICS TO BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. SEE A600 SERIES AS REQUIRED PER NEW FIXTURE LAYOUT. COORDINATE WITH CONSTRUCTION PROJECT No.: TM0422 SHEETS FOR ALL SCHEDULES. PM/ARCHITECT. SHEET: A1 4 1 1 2 3 4 1 2 3 4 •T • •MobileMI• 12920 SE 38th STREET BELLEVUE, WA 98006 www.t-mobile.com COPYRIGHT NOTICE: These drawings and specifications are copyrighted and (P 1 101) (P 1 101) subject to copyright protection as an"architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and I 1 composition of spaces, and elements of the design. BACKLIT SYSTEM WALL I rsuch protection, unauthorized use of these STOREFRONT STOREFRONT STOREFRONT C4 drawings and specifications ei ur may resuit in cessation ssati y of GLAZING BEYOND GLAZING BEYOND GLAZING BEYOND A591 i_ _I I . I I construction,buildingseizure,and/or monetary liability. NP AIV 10-0" Ar, 10-0" VI CEILING CEILING ARCHITECT. g-Q" {{ — r)X11i1 . „ g Q., /; SOFFIT l /^� L- SOFFIT JLL Architecture, LLC . . . ' /� / �� ��' // \ 200 East Randolph Drive, Chicago,IL 60601 . / \ 51 West 3rd,# 201, Tempe, AZ 85281 ;„: / \ „ ,,/ A,,:: fr — - „_:- ,.... • . j 0/41 k tel +1 480 626 6304 4 I ! I ! I I . , /, fax +1 480 401 360 _ _ i , 77), , 0 ) •_ �� '%// , �/ \\ �� /// / 0 4;../ 11 • , , .., ., I I I N./ 1 MI25 I IMI07 I IMI24 I IMI11 I 11048 1M148 1 B1 <FF 601> <FW 201> <FW 102> <FW 201> <FW 102> (FF 601> <FF 301> STOREFRONT i B3 <FF 301> 81 I% f . A571 DI36 I ENTRY DOORS A502 DI35 I A571 di ti ,,, 11, 4 A _ � � 47' INTERIOR ELEVATION INTERIOR ELEVATION -USSELM. n BAUMANN 114" = 1' 0" EC�/� 114„- 1'-0" TEMPE, y / • AZ • No. 6155 csS" 1/07/2012 OF ORS 08/29/2018 CONSULTING ENGINEER: OP 101) >~ - (P1101) sw-- BACKLIT SYSTEM WALL >~ BACKLIT SYSTEM WALL 10-0" 10-0" / � \ DESCRIPTION DATE 9 0„ CEILING 9 Q„ CEILING glill VISOFFIT SOFFIT m I 1 V ! II I I � II I II I I I I OPEN TO 1 1 1 1 I I 1 — 1 I I I I I I VESTIBULE I I • " I I I I 1 M106 1M123 I 1M145 I 1422 I IMI04 I MI25 I IMIO9 I IMI01 IMI20 I IMlaa IM121 I MI02 I B1 <FW 102>X2 <FW 201> <FW 403> (FW 201> <FW 102>X2 <FW 201> <FW 103> B1 <FW 101> <FW 201> <FW 401> <FW 201> <FW 101> A571 IDI13 I A571 IDI34 I LLI fY • INTERIOR ELEVATION l---- INTERIOR ELEVATION Q 1' Q" NOTE: B 3 1/4" = 1/4" = 1'-0" 0 �� SYSTEM WALL AND BLOCKING INSTALLATION SEE \........_} (.0 CO DETAIL A3/A591. W Z Z E pM 0 Q c� a 0 z a, (I) _ 1 Ce W z � u) 0 0J (P1101) O Co < 0 W LOCATE POWER SOURCE FOR LED LIGHTING SHEET SYMBOLS I— U 0 -I OC [AT THE CENTER OF THE WALL GRAPHIC 70 0 EQ ED Z �i it <XX1###>X# FIXTURE TAG W CEILING V! U �} I— —JUI: .III 9-0" 43 SOFFIT IMI MERCHANDISING CONTENT TAG Q IDI � DIGITAL CONTENT TAG OX ###) l OR FINISH TAG MDC z - - ��XI ) CORP - RELO 7647M M — 0 1 \ " u II 0 CONSTRUCTION DRAWINGS IMI°' I <FF601 GENERAL NOTES 1 �FW503 (1571INSTALL WALL GRAPHIC CENTERED ON WALL. DATE: 8/23/2018 . .1. GCTO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTS IMMEDIATELY OF ANY <FF601 SCALE: AS SHOWN DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. PROVIDE CUSTOM LED LIGHTING BEHIND WG3 2. REFER TO FIXTURE MANUFACTURER INSTRUCTIONS FOR ALL ATTACHMENTS TO WALL AND DRAWN BY: LEO V. POiINTERIOR ELEVATION (M62)WALL GRAPHIC FLOOR. PROVIDE ALL BLOCKING AND ANCHORS AS REQUIRED. A 1PROJECT No.: SHEET: TM0422 1/4" = 1'-0" A201 1 2 1 3 4 1 2 3 4 T . •Mobile e 12920 SE 38th STREET BELLEVUE, WA 98006 www,t-mobile.com COPYRIGHT NOTICE: These drawings and specifications are copyrighted and (P 1 01) (P1101) subject to copyright protection as an"architectural work' under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and LADDER HIOOKS: composition of spaces, and elements of the design. 2 (RAMSET 26204) LADDER HOOKS OR EQUAL. –..1 II— —I Under such protection, unauthorized use of these I drawings and specifications may result in cessation of AIR RELIEF GRILLE 6" PROVIDE BLOCKING. COORDINATE LOCATION —FUTURE DIGITAL I – construction, building seizure,and/or monetary liability. BELOW CEILING - SEE WITH CONSTRUCTION PM. MECHANICAL PLANS DASHBOARD 4'-6" 9'-6" ARCHITECT: A. CEILING V CEILING f �� M FUTURE DIGITAL DASHBOARD: IJLL Architecture, LLC U INSTALL BLOCKING IN WALL FOR MOUNTING OF FUTURE DIGITAL DASHBOARD. CONFIRM FINAL EL 1 I 200 East Randolph Drive, Chicago, IL 60601 J I ` LOCATION WITH CONSTRUCTION PM — \ II 51 West 3rd,# 201,Tempe,AZ 85281 PROVIDE POWER AND DATA PER ELECTRICAL PLANS. � . \ 1 —., — 11 tel +1 480 626 6304 MANAGER'S DESK \\ B2 fax +l 480 401 3602 i ) PLAN TUBE: KEG 101 I A521 / THE FINAL FULL SET OF AS-BUILT DRAWINGS SHALL rill. . / BE PLACED INTO A SECTION OF 6" PVC PIPE AND o / SECURELY MOUNTED TO THE WALL. INCLUDE sm.m I ®o® I MOP SINK WITH / SCREW ON CAPS TO THE PIPE,AND CLEARLY LABEL H.W. UNIT ABOVE ,/ "AS-BUILT DRAWINGS."COORDINATE LOCATION , } �,_. I gr ,,'N. \ <FG 500> WITH CONSTRUCTION PM. , \ <ET 102> <EG1 100 ---7- 77Z Cl Cl Al .. ATO f A571 A571 A521 ` e �sC -USSELL M. �,� Go INTERIOR ELEVATION C3 INTERIOR ELEVATION BAUMANN • TEMPE,AZ n 1-] 1/4" = V-0" / 1!4" T 1' 0" • —/ No. 6155 1:$' y-14 1/07/2012 OP O' 08/29/2018 CONSULTING ENGINEER. — (P 101) (P 101 CEILING MOUNTED EXIT SIGN WITH DIRECTIONAL ARROW- SEE SHEET A131 I I L 1 ELECTRICAL— r I.T. EQUIPMENT AND LADDER PANELS PHONE BOARD HOOKS DESCRIPTION DATE CEILINGf E CEILING �' 4-0 �E9I I I I — — � I - ��-- l /, ...._ ._.. . . / ' \ �� / ill i ± T _ �� \ ° s • , , iii lr II . \ . \ . \ /\ ., „.. 14.x' \ I I I - fiL II1 1 1 III I • i Lc, \ __ ______ / e ,_, \ a h ,,/ „/ . / ®c \ iD I i .5/ __ WALL MOUNTED FIRE \ ' ` KITCHENETTE .... 4* <FG 305>X3 <FG 205> <FG 302> KEG 103> <ES 105> B3 EXTINGUISHERC1 A502 Cl �� PLAN TUBE B1 LU A571 A571 (\E322/` A521 CK 0 INTERIOR ELEVATION B3 � INTERIOR ELEVATION Q B 1 114" = 1'-0" 114" = 1'-0" O + Co `Z w z � 0 12KpN Q I— N I D CD W Q O z rn CO > z � u) 0 OW O oQ - _ I- U ❑ ILD z 0 SHEET SYMBOLS z J = WCC � � U � � OW <XX ###>X# FIXTURE TAG g 0- Pr) 0n m Z Q MI## V1 MERCHANDISING CONTENT TAG > 0) CL DI## I DIGITAL CONTENT TAG MDC (xi###) CORP - RELO OR FINISH TAG —(X I###) f 7647 CONSTRUCTION DRAWINGS DATE: 8/23/2018 GENERAL NOTES SCALE: AS SHOWN DRAWN BY: LEO V. I. G.C. TO VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTS IMMEDIATELY OF ANY PROJECT No.: TMO422 DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. SHEET: 2. REFER TO FIXTURE MANUFACTURER INSTRUCTIONS FOR ALL ATTACHMENTS TO WALL AND FLOOR. PROVIDE ALL BLOCKING AND ANCHORS AS REQUIRED. A2O2 1 2 3 4 1 2 3 4 T • it Mo eN. 12920 SE 38th STREET BELLEVUE, WA 98006 www.t-mobile.com COPYRIGHT NOTICE: These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work" A3 Al I under sec. 102 of the copyright act, 17 U.S C. As A323 A323 amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. EXISTING WHITE MALL BULKHEAD TO REMAIN ARCHITECT: r I JLL Architecture, LLC 200 East Randolph Drive, Chicago, 1L 60601 I METAL PANEL OVER NEW STOREFRONT EXISTING GRAY MALL 314" HORIZONTAL REVEAL 1/2"[ LIN I I • I 51 West 3rd,# 201, Tempe,AZ 85281 I CONSTRUCTION. M102 FINISH TYP. BULKHEAD TO REMAIN AT MALL BULKHEAD METAL PANEL, TYP. LEASE LINE s I r� LENSE LINE I tel +l 480 626 6304 kt I ' /7 ' -zcd� fax +1 480 401 3602 C4 1 C4 . T . . . . I . Al I A332 A332 331 . A332 • • • ( I A332 61 TYP . .I_ II i0 u, . Al B2 61 A332 ) METALPANELTYP RE i r I drag" VEALS !I�l . . . . . . . . A3312 . . . . . . . . . . . . . . . . . . A.e+r'� •� I <.. -.-.-. A331 I 1M 314" METAL \ I . . . . . . . . . . . . . . . . . . . . `/ �_ . . I I REPEAL AT - RUSSELL M ,� ' �// /,// 0 . . I. . . • I-Ei . • I NEUTRAL PIER BAUMANN v I 1 / , ,• / //// , , , / / • I 0 1 TEMPE, (14 �'I EXISTIGTAL® . . PIE RTRINNo. 6155 / / / ////// . . . . . . . • . . . .a . 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BRAKE METAL FINISH 8 w I I COMETAL PANEL OVER NEW STOREFRONT T-MOBILE SIGNAGE 20" EXISTING GRAY MALL I O 5/8"TEMPERED GLASS WITHOUT GLAZING CLIPS CO O I / CONSTRUCTION. M102 FINISH TYP. HIGH BY TMO VENDOR 1/ BULKHEADTO REMAIN I 1/2" TEMPERED GLASS WITH GLAZING CLIPS LU Z I— . LLI Al C4 B3 w B3 Al 61 A331 wC� A332 . . . . . . A332 A332 . . A331 / A331 . . . . . TYP A331 r Z 1'� . 4 z = o oc N IB2 . . . in 0a) Q Z EQ. . . . EQ • A332 A332 FINISH SUMMARY H U 0 J 0 SIM w SIM ti/ 7, , TAG DESCRIPTION z w / F . / / / M101 BRUSHED ANODIZED ALUMINUM FINISH r�1 /: B4 / //7yA, ` / B4 / / / 1 M102 STOREFRONT SYSTEM: METAL PANEL /� U J I /� /. A331 / / \ A331 / / / / / I � - V J � � � w /� � _ l // \\ F---- - / / I ALL EQUIPMENT, FINISHES, FIXTURES, FURNITURE, AND GRAPHICS TO BE INSTALLED PER O a/ / l p/,' 7 ` / r MANUFACTURER'S RECOMMENDATIONS. SEE A600 SERIES SHEETS FOR ALL SCHEDULES. , cool EL A332 r / \ / / I — SIM I / -/ \ / o EXISTING j C2 C3 // / C2 C3 A3 C3 f MDC NEUTRAL PIER // / CORP RELO U A331 ///2_ A331 /// A331 / AlA331 A331 A331 GENERAL NOTES. . ---� fx // / /_---M 7647 1 1. G.C. TO VERIFY FIELD CONDITIONS AND DIMENSIONS AND NOTIFY ARCHITECTS / \ / / I IMMEDIATELY OF ANY DISCREPANCIES AFTER DEMOLITION AND PRIOR TO RECLADDING LEASE LINE / / \\ // / / / LEASE LINE OR CONSTRUCTION. G.C. TO FIELD VERIFY ALL DIMENSIONS PRIOR TO ORDERING ANY MATERIALS. CONSTRUCTION DRAWINGS / \ / / / / / 2. NEW TENANT SIGN CONTRACTOR TO REVIEW THE LANDLORD'S SIGN CRITERIA AND 1r- O o, , T T •�i/ \\ // O j / `�' l O O // O 1 SUBMIT SHOP DRAWINGS FOR THE PROPOSED SIGN TO THE LANDLORD AND ANY i . /I ' ' 1/ OTHER GOVERNING AUTHORITIES.THE G.C. SHALL SECURE ANY AND ALL PERMITS V l I �, �, REQUIRED FOR THE INSTALLATION AND DISPLAY OF THE PROPOSED SIGNAGE. \ 4..— 3. ALL MATERIALS TO BE A CLASS A RATING WITH A FLAME SPREAD INDEX OF 0-25 AND A DATE: 8/23/2018 NEW 6" STOREFRONT 1 DIGITAL DISPLAY—/ STOREFRONT DIGITAL DISPLAY `518"TEMPERED NEW 6" STOREFRONT SMOKE DEVELOPED INDEX OF 0-450. SCALE: AS SHOWN BASE - M101 FINISH. I FIXTURE BEYOND ENTRY DOORS FIXTURE BEYOND CLEAR GLAZING C4 BASE - M101 FINISH. 4. SIGN MANUFACTURER'S SHOP DRAWINGS SHALL BE REVIEWED UNDER SEPARATE A571 I SUBMITTAL. DRAWN BY: LEO v r 5. NO EXPOSED FASTENERS AT THE STOREFRONT BRAKE METAL OR ALUMINUM PROJECT No.: TM0422 Al MALL STOREFRONT ELEVATION STOREFRONT SYSTEM. SHEET: 318"=1'-0" A221 1 2 3 4 1 2 3 4 • A3 81 ■ .iVlobile ■ ■ ■ A323 A221 12920 SE 38th STREET BELLEVUE, WA 98006 www.t-mobile.com , 13'-2' 13'-2" 13'-2 1/4" ,, EQ , EQ EQ EQ EQ EQ EQ EQ EQ ,I LINE OF EXISTING COPYRIGHT NOTICE' / / f f /. .� f FOR CONTINUED STOREFRONT BULKHEAD ABOVE These drawings and specifications are copyrighted and z: subject to copyright protection as an"architectural work" PLAN SEE Al BELOW I I I I I under sec, 102 of the copyright act, 17 U.S.C. As TI— — LEASE LINE amended January 2003. The protection includes, without limitation, the overall form, arrangement and -L composition of spaces, and elements of the design. 4 I I I _k I I CV Under such protection, unauthorized use of these drawings and specifications may resu t in cessation of \\...1 HI if n— I <it \ r1 7 . X11 construction,building seizure,and/or monetary liability. I 7 1 \ f ,--F, \ 1 t 1 r I ' i r 0 I \ ---1 ,J .0.1 7_ / I ARCHITECT: LMETAL POST WITH e M101 FINISH (TYP) 41/2" 12'-93/4" I JLL Architecture LLC �� 12'-11 3/4" 4 1/2'/ / 12' 9 1/2" �, 0 AA3 AN A3 Alk gli 332 A331 A331 A331 A331 I 200 East Randolph Drive, Chicago,iIL 60601 51 West 3rd,# 201, Tempe, AZ 85281 TYP I 0 En I tel +1 480 626 6304 Ifax+1 480 401 3602 I I c 4 ( I - A3 A331 + - I 'r TYP. \...., I IH � �•LINE OF SOFFIT A3 LINE OF SOFFIT � j ���a ,� a. .t ABOVE A323 ABOVE Al Al ��� -11 A322 I p A322 u ELL M. I W r~ BAUMANN +� I MALL ENLARGED STOREFRONT PLAN TEMPS, �--]'i AZ • 112" = 1 0 > No. 6155 (::$- cA 1/07/2012 I OFI O MC2 1 \ `: A331 \ 0S/29/2018 SI # `, I Ialk CONSULTING ENGINEER Al B1 I A331 0 A323 A221 METAL POST WITH I M101 FINISH (TYP) I DIGITAL DISPLAY FIXTURE - �- o N / 22'-8 3/4" �. A3 � A3 A321 NW EQ 11' 6"/ / �, EQ d, I cn # DESCRIPTION DATE W I 7" DEEP APPROX. 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PROJECT No.: TM0422 SHEET: A222 1 2 3 4 1 1 2 I 3 4 MT II 'Mobile ' 12920 SE 38th STREET BELLEVUE,WA 98006 www.t-mobile.com LEASE LINE COPYRIGHT NOTICE: - These drawings and specifications are copyrighted and 05/06 05/06 subject to copyright protection as an"architectural work" MP' COORD 1NITH C3&C4/A531 W under sec. 102 of the copyright act, 17 U.S C. As amended January 2003. The protection includes, COORD WITH C3&C4/A531 without limitation, the overall form, arrangement and composition of spaces, and elements of the design. ..—— —.. „-,-.—I_—„ Under such protection, unauthorized use of these 1 1 I 1 drawings and specifications may result in cessation of construction,building seizure,andtor monetary liability. I I I I I I I I I I I 1 t I I j 3 5/8"X 20 GA METAL FRAMING EXISTING MALL BULKHEAD. G.C.TO VERIFY IN FIELD ( I I j EXISTING MALL BULKHEAD. G.C. TO VERIFY IN FIELD ARCHITECT: .. m ++m*, AT 16" O.C.WITH 5/8"TYPE X AND NOTIFY ARCHITECT OF ANY OBSTRUCTIONS -- ++ —. AND NOTIFY ARCHITECT OF ANY OBSTRUCTIONS GYP. BOARD PRIOR TO START OF CONSTRUCTION. PRIOR TO START OF CONSTRUCTION. PATCH, REPAIR AND REPAINT AS REQUIRED 3 5/8"X 20 GA METAL PATCH, REPAIR AND REPAINT AS REQUIRED JLL Architecture LLC 0 FRAMING AT 16"O.C. 200 East Randolph Drive,Chicago, IL 60601 / / 51 West 3rd,#201, Tempe,AZ 85281 \ .., • • /A/ - ———.4. tel+1 480 626 6304 fax+1 480 401 3602 I 1 //- f , / I . .... //- . .,. ± 7/ + — . 1 0 + — I ,' I ' \ N. \ \ \ \ [ ' j A332 \ \ I I A332 \ \ •— i—I— -- \ \ -...... 1,.......1„, — \ \ \ \ I \ \ . . \ \ \ \ \ \ 1 z /--(4)#10-16 SS TEK PORTION OF EXISTING 6 ,--(4)#10-16 SS TEK PORTION OF EXISTING \ \ \ \ • LU \ \ SCREWS, TYP. BULKHEAD TO BE REMOVED OR , SCREWS,TYP. 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Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. EXISTING MALL BULKHEAD. G.C.TO VERIFY IN FIELDEXISTING MALL BULKHEAD. G.C.TO VERIFY IN FIELD AND NOTIFY ARCHITECT OF ANY OBSTRUCTIONS I AND NOTIFY ARCHITECT OF ANY OBSTRUCTIONSARCHITECT: PRIOR TO START OF CONSTRUCTION. I 1 PRIOR TO START OF CONSTRUCTION. 3 5/8"X 20 GA METAL I PATCH, REPAIR AND REPAINT AS REQUIRED I I PATCH, REPAIR AND REPAINT AS REQUIRED JLL Architecture, LLC U FRAMING AT 48"O.C. A2 A331 link200 East Randolph Drive,Chicago, IL 60601 ///// / i A332 W///// / ` i51 West 3rd, empe,/ 3 5/8"X 20 GA METAL I // ` #201,T AZ 85281 t —-`— % I `% FRAMING AT 48"O.C. I • tel+1 480 626 6304 L o f 4 Z �} fax+1 480 401 3602 1 I I T�. 1 i —iI t' 'I""�- -_.J (4)#10-16 SS TEK t, 1 3/4" METAL REVEAL I SCREWS,TYP. -I- }- I CEILING WIRE 5/8"TYPE"X"GYP. BD. OFFIIT OVER CEILING WIRE 3-5/8"X 20 GA. 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AND NOTIFY ARCHITECT OF ANY OBSTRUCTIONS TO VERIFY IN FIELD AND NOTIFY ARCHITECT: PRIOR TO START OF CONSTRUCTION. 1 ARCHITECT OF ANY JLL Architecture, LLC PATCH, REPAIR AND REPAINT AS REQUIRED 1 OBSTRUCTIONS PRIOR TO START 0 I I OF CONSTRUCTION. PATCH, REPAIR AND REPAINT AS 200 East Randolph Drive,Chicago, IL 60601 / 3 5/8"X 20 GA METAL FRAMING AT 48"O.C. 2, / / // // REQUIRED 51 West 3rd,#201,Tempe, AZ 85281 (4)#10-16 SS TEK / �� tel+1 480 626 6304 SCREWS,TYP. fax+1 480 401 3602 ----0 f v, 1 v :l v - -I, I 1 - - - - I I C4 ,t ,-- — ' I I C4 t L.. A332 4 \ .. --_ ! i 1 A332 CEILING WIRE \ \\ • 3/4"METAL REVEAL \\\\ - 3/4"METAL REVEAL ' \ \ _ - PORTION OF EXISTING \ \ PORTION OF EXISTING BULKHEAD TO BE REMOVED---.NN • \ BULKHEAD TO BE REMOVED SHEET METAL PANEL WITH ADHESIVE \ \ SHEET METAL PANEL WITH ADHESIVE * , -� . BACKING OVER 3/8" MDF. OVER 5/8" \ \ _, _'_ BACKING OVER 3/8" MDF. OVER 5/8" \-,... RUSSELL M. ,,r,,j � TYPE'X' GYP. BD. OVER 3 5/8"X 20 GA. \\\\ 3 5/8"X 20 GAMETAL STUD F____ TYPE'X' GYP. BD. OVER 3 518"X 20 GA. BAUMANN -- -{ 1-- METAL STUDS @ 16"O.C. • \ •\ DIAGONAL BRACING @ 48"" ----LA- —4> METAL STUDS @ 16"O.C. 4. \ \ O.C. @ 45°TO FRAMING •• TEMPE, ►- i \ ABOVE(AS SHOWN) No. 6155 \ \ T 11/07/2012 SI ..NN___ F;) \ \ Fl; \ \ OFO \ \ CEILING WIRE 1!2" METAL REVEAL STOP GYP. BD. 6" \ \ 1/2"METAL REVEAL 08/29/2018 -•r. ©R ABOVE CEILING \\\\ GM \ \ A \ \\\\ — CONSULTING ENGINEER: SUSPENDED – STOREFRONT BOX-BEAM (I——1 "1 CEILING . \\\\ - — B1 \ \ _ _�-R-�- I I B4 A332 \ \\\\ I ( I ( A331 SIM. I ,�.� I {P1 101 r ; L II I L I SHEET METAL PANEL WITH ADHESIVE DESCRIPTION DATE SUSPENDED CEILING 1!2"METAL REVEAL MD BACKING OVER 318"MDF. OVER 518" A \ 1 TYPE'X' GYP. BD. OVER 3 5/8"X 20 GA. I 5/8"TYPE"X"GYP. BD. OVER 3-5/8" METAL STUDS @ 16" O.C. 5/8"TYPE"X"GYP. BD. QVER 3-5/8"' X 20 GA. METAL STUDS AT 16"O.C. m X 20 GA. METAL STUDS AT 16"O.C. 1 t° 1 NII 5'-3„ SURFACE MOUNTED INTERNALLY , • . r ILLUMINATED SIGNAGE. d- 1r -v 4f STOREFRONT WALL BEYOND i , I ,, ., i . . LEASE LINE c) LEASE LINE I Z ., ( iv LLI • : . 1 W 0 • 1 1/2"METAL REVEAL Q : ] 1 is t 1 V \ Q E o 0 W I � ' a> C/) W _ _ Ct z co H — — - • aC O N Z f ~ ti 0 . . METAL POST BEYOND 0 z cn ce . • , . . . . . u) _..... ct u_ zO. ., ., , .• •. ,. , i W a � W TENANT MALL = TENANT MALL 0 Q • . E-- 0 p 0 a z F- 5/8"TYPE"X"GYP. BD. OVER 3-5/8" Z Q X 20 GA. METAL STUDS AT 16" O.C. —' W co ._I • .--}—}'—. B4 M 10 ��/� a Q A332 v J TENANT FLOORING NlirMALL FLOORING I I I I . , . .1 I ,� --_.U� I CORP -MDC 1 1 I I7647 1 1I 1 I CONSTRUCTION DRAWINGS 2 I 1 I 1 IDATE: 8/23/2018 SCALE: AS SHOWN A 1 SECTION SECTION DRAWN BY: LEO V. 1"= 1' 0" A3 1"= 1-0" PROJECT No.:SHEET: TM0422 A323 .. 1 2 I 3 .. I 4 1 f 2 I 3 ( 4 • • • • it •• o e 4 1/2" TENANT 1" 1 1/2 2" 12920 SE 38th STREET EXTENT OF SHEET NEW"HERCULITE"GLASS , / TENANT �� / 1" i' BELLEVUE,WA 98006 METAL CEILING AT AND ALUMINUM CLEAR TEMPERED TENANT CLEAR TEMPERED GLASS www.t-mobile.com FRONT SIDE OF DOOR STOREFRONT DOOR. TENANT HEADER. REFER TO REFER TO DOOR SCHEDULE GLASS COORDINATE WITH COORDINATE WITH STRUCTURAL SHEET 1 D7 ON THIS SHEET. ` STRUCTURAL SHEET COPYRIGHT NOTICE' /J . . . 20 GA. SHEET METAL S-2 FOR BOX BEAM SCHEDULE S-2 FOR BOX BEAM PANEL WITH ADHESIVE (2) 3 5/8"X 16 GA. MTL. 20 GA. SHEET METAL (2)3 5/8"X 16 GA. MTL. STUDS FASTENED These drawings and specifications are copyrighted and 71---/ ." SCHEDULE g Iii BACKING OVER 3/8" STUDS FASTENED PANEL WITH ADHESIVE TOGETHER TO SUPPORT BOX BEAM ABOVE subject to copyright protection as an"architectural work" u LI MDF. TOGETHER TO (2)3 5/8"X 16 GA. MTL. STUDS 20 GA. SHEET METAL BACKING OVER 3/8"MDF. undr sec. 1 f the copyright act, 17 U.S.C. As i FASTENED TOGETHER TO amended January 2003. The protection includes, A4 } SUPPORT BOX BEAM PANEL WITH ADHESIVE CLEAR TEMPERED without limitation, the overall form, arrangement and SUPPORT BOX BEAM ABOVE 20 GA. SHEET ABOVE BACKING OVER 3/8" GLASS composition of spaces, and elements of the design. METAL PANEL COORDINATE WITH MDF. drawm drawingsr ch and specificationsotection, unauthorized inuse cessation of ----- ,- , STRUCTURAL SHEET g 0 COORDINATE WITH WITH \ ` , ,, ,. ., , . .. . . construction,building seizure,and/or monetary liability. STRUGTURAL SHEET ADHESIVE •`3 S-2 FOR BOX BEAM • : T - - - - . - S-2 FOR BOX BEAM BACKING ri II SCHEDULE 4I ii r . SCHEDULE OVER 3/8" " " U ' ARCHITECT: CV (N CN CV MALL MDF. U JLL Architecture LLC --. 200 East Randolph Drive,Chicago,IL 60601 \--(2)3 5/8"X 16 GA. • - - l - - � r 51 West 3rd,#201,Tempe,AZ 85281 5/8" MTL. STUDS TYPE'X' .( ) ) , ( +1401 3602 FASTENED GYP BD. 5/8"TYPE'X' tel+1 480 626 6304 TOGETHER TO GYP BD. fax 480 SUPPORT BOX ^ \ ^ • �/ ^ ,� BEAM ABOVE `STOREFRONT —te - -- - -- -- -- --�� �t-- - - -- -� . . _- __.� ..N.,,�` :::::ELOW LEASE LINE, FACE OF SOFFIT-JMALL OF SOFFIT ABOVE , C4 C4 " 'X' • it A571 A571 GYP BD. A571 1" 11/2" �f TEMPERED 4112„ `� 5„ /� MALL MALL / 4112" , j - GLASS ENLARGED POST AT DOOR ENLARGED POST AT GLAZING ENLARGED POST AT GLAZING ENLARGED POST AT GLAZING RUSSELL M. �,,� 0 C4 BAUMANN t 6"= 1' 0" 6"= 1-0" 6"= 1'-0" 6"= 1' 0" • TEMPE, CI5' 411 AZ • ("� No. 6155 c...$- rS� 11/07/2012 OFO# • . •. • • •• METAL STUD \:: 043/29043/29/2018gf �$ . FRAMING. SEE METAL STUDS SECTIONS AS SCHEDULED COORDINATE WITH A4 STRUCTURAL SHEET CONSULTING ENGINEER: S-2 FOR ATTACH TO SUBSTRATE SCHEDULE OX BEAM PER MANUFACTURERS \ 7STOREFRONT BOX-BEAM. STOREFRONT BOX BEAM • INSTRUCTIONS• . COORDINATE WITH 5/8"TYPE"X" GYP. BD. METAL REVEAL STRUCTURAL SHEET S-2 1 I I,-/// \ FOR BOX BEAM SCHEDULE 41Walik .i11�� r - - ' 3/8"FR MDF \ l�' I-10 �. A4 FRY REGLET- 1/2"REVEAL \ \ \ \ - - - - - ,7/16" 4 MOLDING- FCP-VERTLP50 • . - � T5 ALUMINUM. INSTALL : 1,00/7,---20 GA. SHEET METAL DESCRIPTION DATE PER MANUFACTURERS . PANEL WITH ADHESIVE ..d* ..- INSTRUCTIONS. _ - /�`� BACKING OVER 3/8" MDF. F 5/8"TYPE 'X'GYP. 20 . OVER 20 GA. SHEET METAL .. n . ... . . • .. -. ., ._. _ _ ` X GA .. . .. .:. .. . . , .. .. . . • .. . .,. .- .. ,. . m , , , , , , , , , , , : , , , , , . . . .. , , , METAL STUDS@ 16"O.C. PANEL WITH ADHESIVE. , , N-- 5/8"TYPE"X"GYP BACKING. NO EXPOSED BLOCKING ASX 20 GA. SHEET METAL PANEL BD OVER 3 5/8"X WITH ADHESIVE BACKING 1 1/2"x 3/4" CONT. • FASTENERS AT THE BRAKE METAL REQUIRED,TYP. 20 GA. METAL OVER 3/8"MDF.OVER 5/8"TYPEALUMINUM"U"CHANNEL ��\t' Alit� STOREFRONT BRAKE 5/8"TYPE"X"GYP BD 'X'GYP. BD. OVER 3 5/8"'X 20 STUDS AT 16"O.C. METAL OR ALUMINUM • STOREFRONT SYSTEM. HOLD BREAK METAL OVER 3 5!8"X 20 GA. GA. METAL STUDS @ 16" O.G. MALL TENANT METAL STUDS AT 16"O.C. • -- - 3/8"FR MDF TIGHT TO REVEAL; ROUTE SUBSTRATE AS MALL FRT BLOCKING 5/8"TYPE'X' REQUIRED TO PROVIDE TENANT AS REQUIRED GYP. BD. ROLLED EDGE. / \ 1 1!2"x 3/4"CONT. CLEAR TEMPERED • EXISTING MALI METAL POST ALUMINUM "U"CHANNEL METAL POST GLAZING EXTERIOR WALL BEYOND . BEYOND . CLEAR/ GLASS TEMPERED U.1 t Ct .JI TYPICAL FRY REGLET REVEAL TYPICAL BRAKE METAL AT REVEAL ENLARGED DETAIL GLAZING CONNECTION `� B TSI T\.... ) Q 1 1"= 1"(FULL) B� 1"= 1"(FULL) 3"= 1'-0" B4 3"= 1'-0" COW T 0 Q � N Z \ D T N- O 5/8"TYPE"X" - • - �` GYP. BD.---� .' METAL STUDS V J u" T O W AS SCHEDULED 3/8" FRMDF�� a/ BRAKE METAL—\ - : . - \ / / / / LINE OF l � / MALL BULKHEAD / STOREFRONT � CD T V N \ \ \ \ BASE BELOW ��.,J 0Z . ., . . - . . METAL REVEAL _ •� 1/4" T < CO W C/) —� J �' Troom. v I- HOLD BREAK METAL �/� �/ \ TIGHT TO REVEAL; METAL STUDS VI � � L.L- . , , , ; , , , , , , , , , , , , , , , , ROUTE SUBSTRATE AS • / AS SCHEDULED COORDINATE WITH Q oo Q ROLLED EDGE TO PROVIDE r-----I STRUCTURAL SHEETS S-1 > C 0 5/8" 8 TYPE"X" GYP. BD. 3/8"FR MDF BRAKE METAL AND 5-2 FOR DETAILS AND BRAKE METAL CLEAR TEMPERED GLAZING. SEE STOREFRONT ELEVATION BOX BEAM SCHEDULE CORP�RELO ROUTE SUBSTRATE AS 5/8"TYPE"X"GYP. BD. FOR LOCATIONS AND SIZE OF REQUIRED TO PROVIDE GLAZING CLIPS IF REQUIRED. . 7 6 47 . ROLLED EDGE. 3/8"FRMDF ,`"` , "'CONSTRUCTION DRAWINGS I . DATE: 8/23/2018 SCALE: AS SHOWN TYPICAL BRAKE METAL CORNER g TYPICAL BRAKE METAL AT REVEAL BUTT GLAZING BOX BEAM DETAIL DRAPROW BY: LEO V. TM0422 A1 1"= 1" (FULL) 1"= 1" A4 1 1/2" = 1-0" 6"= 1'-0" SHEET: A331 2 __._ . . . . 1I 2 3 4 . 1 1 2 1 3 1 4 .... EF • 'Mobiles. 12920 SE 38th STREET BELLEVUE,WA 98006 www.t-mobile.com COPYRIGHT NOTICE: • These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, - without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these \,\\\\\\\\::: 'EXISTING BIJLKHEAD drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. ARCHITECT: JLL Architecture LLC 3/4"REVEAL 200 East Randolph Drive,Chicago,IL 60601 . ._• --0.--20 GA. SHEET METAL PANEL 51 West 3rd,#201, Tempe,AZ 85281 - - - WTH ADHESIVE BACKING --- '1 OVER 3/8" MDF. OVER 5/8"TYPE tel+1 480 626 6304 - - -i - ' 'X'GYP. BD. OVER 3 5/8"X 20 fax+1 480 401 3602 GA. METAL STUDS @ 16"O.C. • TENANT . . MALL _ ,......_...... . „ ...4.. STOREFRONT TOP EDGE 3"= 1'- " ' RUSSELL M. C4 y.0)) `rZ. BAUMANN 1E4 TEMPE, • AZ • No. 6155 ..-1 .,11/07/2012 . i I I I 7 . , . OF CRS , i ,_ , O8/29/2018 - . , .... : . . 01- — :... .• / .. . . ,. -..--20 GA. SHEET METAL PANEL WITH ADHESIVE BACKING OVER 3/8" MDF. • . . . . . . ! . OVER 5/8"TYPE'X'GYP. BD.OVER CONSULTING ENGINEER _ _ f 3-5/8"X 20 GA. METAL STUDS @ 16"O.C. 5/8"TYPE"X"GYP--ow- . -sei-i----STOREFRONT BOX . . . ' 35/8"X 20 GA. METAL BD OVER 3 5/8"X 20 ; BEAM-SEE A4/A331 . STUDS AT 16" 0.C. • . GA. METAL STUDS . . '- ' COORDINATE VVITH , AT 16"0.C. _ ; STRUCTURAL SHEET . //// RHEOvLEDitErguMTEEZXRHAT;OX" REQUIRED TO PROVIDE ROLLED EDGE. ' - 1 SJ2 FOR BOX BEAM STOREFRONT BOX BEAM ,L____Hr.....-- ----'1 .. • - - • . . / 7- . , . _ _ . SCHEDULE -SEE A4/A331 : r _ COORDINATE WITH ---', 1144,, ... ,,, 20 GA. SHEET METAL PANEL STRUCTURAL SHEET S-2 .'.. 1/2" METAL REVEAL . i WITH ADHESIVE BACKING .E FOR BOX BEAM SCHEDULE ' --. DESCRIPTION DATE , H .i OVER 3/8"MDF. OVER 5/8" EXISTING BULKHEAD TO A\ 7" ., -1 ' z TYPE'X' GYP. BD.OVER ] REMAIN. PATCH, REPAIR AND .. .. . . . to , • - . • . . .. • 3-5/8"X 20 GA. METAL STUDS • REPAINT AS REQUIRED , „ . . . , @ 16" 0.C. 1.'.] • , .-.. L 1 I I f - 5/8"TYPE X CLOSURE PANELS . • , HOLD BREAK METAL TIGHT TO .:0-----i= . , . . . . . • 1/2"REVEAL; ROUTE ',--oil--6"HIGH WALL BASE M101 FINISH - .• • . . 1 . . . . 7" • SUBSTRATE AS REQUIRED TO ' . . . . .. . . , . . . . ' . . , .. . . , . . , PROVIDE ROLLED EDGE. . , --- ""* \ \- 1 1 .,:"-N--ROUTE SUBSTRATE AS REQUIRED TO PROVIDE ROLLED TOP EDGE. • . , v•1 ' 20 GA. SHEET METAL PANEL •401 VVITH ADHESIVE BACKING 5/8"TYPE"X"GYP 20 GA. SHEET METAL PANEL . , ... BD OVER 35/8"X WITH ADHESIVE BACKING - ' . . , . OVER 3/8"MDF. OVER 5/8" • . 7---FASTEN TRACK TO CONCRETE . „ 20 GA. METAL OVER 3/8" MDF. OVER 5/8"TYPE ,. TYPE'X' GYP. BD. OVER . FLOOR- SEE DETAIL B1/A531 'X' GYP. BD. OVER 3 5/8"X 20 — STUDS AT 16" O.C. N GA. METAL STUDS @ 16"O.C. .. . -...F—20 GA. SHEET METAL PANEL - . , • , 5/8"TYPE"X"GYP--0.-' 3-5/8"X 20 GA. METAL STUDS - @ 16"0.C. , / • , BD OVER 3 5/8"X 20 • FRT BLOCKING 1 1/2"x 3/4"CONT. WITH ADHESIVE BACKING . , GA. METAL STUDS AS REQUIRED ALUMINUM "U" CHANNEL „ . OVER 3/8"MDF. OVER 5/8"TYPE , eivv% . - AT 16" O.C. , 'X' GYP. BD. OVER 3 5/8"X 20 .,=.. METAL POST CLEAR TEMPERED GAMETAL STUDS @ 16 ' BEYOND GLAZING . 0.C. TENANT — MALL TENANT MALL TENANT • -. MALL B1 3"= B2 3"= 1'-0" @ STROREFRONT SIGN RECESS 1'-0" GLAZING CONNECTION STOREFRONT TOP EDGE 3"= 1'-0" @ STOREFRONT WALL BASE 6"= 1'-0" < D < I— 0 LLI (./) ca W Z MALL MALL MALLW a P, 20 GA. SHEET METAL PANEL WITH HOLD BREAK METAL TIGHT TO 1/2" 7"DEEP RECESS AT T-MOBILE SIGNAGE 20 GA. SHEET METAL PANEL WITH ADHESIVE— F-"" C\1 z ADHESIVE BACKING OVER 3/8"MDF. REVEAL; ROUTE SUBSTRATE AS -SEE ELEVATION B1/A221 BACKING OVER 3/8"MDF.OVER 5/8"TYPE'X'GYP. ' D t i• 0 OVER 5/8"TYPE'X'GYP. BD. OVER REQUIRED TO PROVIDE ROLLED EDGE. BD. OVER 3-5/8"X 20 GA. METAL STUDS @ 16"O.C. 3-5/8"X 20 GA. METAL STUDS @ 16" O.C. a Z (3) Ce 1 77 \ --- 1 (i) ........ Et U. . . „ ... . . . . . . . .. .: r-. • - • _ - • • - . .. . .. . , .. . I 11.1 --- _____ _ LINE OF STOREFRONT HEADER ABOVE SHOWN Z 0 .,....—,.., . , , Il li I LEASE LINE 0 C3) Cl .. DASHED. , .. . ._• . to 0 < - 0 .. . . ; .:. 1-""" 0 , . _ f'. .• .. . TEMPERED GLAZING TEMPERED GLAZING 0 z I" 1 . -- 1 II a I • ••.*:. - \ , , 1 '. ---- Z 4* < CO N._ ...........* ... . . i . . 5/8"TYPE"X" GYP BD 20 GA. SHEET METAL PANEL . ---- -• _ , .'- , .- -_:- i -7:0 —1-11 -bk----- . _Qa. . 1_ h .1 g----i ,. : h. .. i - ,i.r.„.. /.1" WITH ADHESIVE BACKING OVER I • I I I Eli :( . : \ '.--,' - --- ' i , . t .:' 1 GYP. BD. OVER 3-5/8"X 20 GA. < C° 0 114t .-...:. _ - 1 . , < 3/4"VERTICAL REVEAL . , On_ ,..,I ' L > U) cr) fl is . _ __ „. C4. . TENANT MALL EXISTING NEUTRAL -; , , / . , 7.i\\_ A571 _ ... _ . _, MDC PIER TO REMAIN • ---7r". . .. ,. . „ - -_, . , • , 4 1/2" r ,. : CORP - RELO i / I \\\\\7I' . . . • • ,E3:41"svTEINRGTINcEAuLTRRAEvEL AL 7647 ,• .. 5/8„TYPE"X"GYP BD 5/8"TYPE"X"GYP BD 5/8"TYPE"X"GYP BD LINE OF STOREFRONT (c20):5R/D8'1'NXA1T6EGwiA.TMHTL. STUDS• ,.... OVER 3 5/8"X 20 GA. OVER 3 5/8"X 20 GA. OVER 3 5/8"X 20 GA. HEADER ABOVE SHOVVN FASTENED TOGETHER TO ! METAL STUDS AT 16"0.C. METAL STUDS AT 16"0.C. METAL STUDS AT 16"0.C. DASHED. SUPPORT BOX BEAM ABOVE I ILCONSTRUCTION DRAWINGS I STRUCTURAL SHEET S-2 PIER TO REMAIN FASTENED TOGETHER TO STRUCTURAL SHEET S-2 (2) 3-5/8"X 16 GA. MTL. STUDS COORDINATE VVITH FOR BOX BEAM SCHEDULE SUPPORT BOX BEAM ABOVE FOR BOX BEAM SCHEDULE FASTENED TOGETHER TO STRUCTURAL SHEET S-2 SUPPORT BOX BEAM ABOVE FOR BOX BEAM SCHEDULE K TENANT TENANT TENANT DATE: 8/23/2018 SCALE: AS SHOWN Al STOREFRONT AT NEURAL PIER 3"= 1-0" A2 STROREFRONT SIGN RECESS 3"= I-0" A3 GLAZING AT STOREFRONT 3"= 1'--0" A4 GLAZING AT NEUTRAL PIER 3"= I-0" • DRAVVN BY: PROJECT No.: SHEET: LEO V. TM0422 A332 1 1 2 I 3 4 1 ( 2 ( 3 4 . . . •M0 �1 '• 12920 SE 38th STREET BELLEVUE,WA 98006 www.t-mobile.com PER PLAN /PAINT PER ' FINISH PLAN _ COPYRIGHT NOTICE: Thesedand specifications are copyrightedand WAINSCOT PE� subject to copyright protection s an"architecural work" FINISH PLAN under sec. 102 of the copyright act, 17 U.S.C. As ACCESSIBLE DRINKING amended January 2003. The protection includes, BEHIND DRINKING 48" without limitation, the overall form, arrangement and FOUNTAINS. SEE / compositionspaces, design. FOUNTAIN AND AT CLEAR FLOOR AREA SURROUNDING PLUMBING DRAWINGS. Under of and elements ofthe Under such protection, unauthorized use of these drawings and specifications may result in cessation of WALLS TYP. SEE ALSO A4/-FORconstrue#ion,building seizure,and/or monetary liability. N KNEE CLEARANCES. o I I �` 36" OJ Q I I ARCHITECT: .irMIN. M ty W I I 0 c ) ` . �. < < I I JLL Architecture LLC _` OF ACCESSIBILITY AT 6X6 INTERNATIONAL SIGN �,�'' - 200 East Randolph Drive, Chicago,IL 60601 b • 251 West 3rd,#201, Tempe,AZ 85281 B1 p t,„ f- COUNTER OF SALES A571 co 2 co 2 tel+1 480 626 6304 (V d ` o N U - a TOP OF T:IP OF fax+1 480 401 3602 TOP OF N - CO FLOORING 1F, ) )RING FLOORING \1 ``' �► iI I ( - TOP OF COUNTER TO BE ' Si' N N 1• <FF 1102 t <FF 1102 <FF(113} @+34"A.F.F. MAX. 3'-0 3/4" BASE PER7 V " '} FINISH PLAN , CI SIDE ELEVATION B ` FRONT ELEVATION O MIN. 'P \` • 4147,_ • A A ,,,,, DRINKING FOUNTAIN ELEVATION ADA SERVICE COUNTER ELEVATIONSei. ADA SERVICE COUNTER PLAN N RUSSELL M. :0?) 1/2 - 1 0 1/2 - 1 0 1/Z' - 1 0kih, BAUMANNa TEMPE, • AZ • Na. 6155 (0" YS�� 1110712012 { OF O# OS/29/201 e 4"MAX. /\1r X / I CONSULTING ENGINEER: OPERABLE WALL MECHANISM • 48" MIN. / / r.....„.J OPERABLE / 48" MIN. / • . MECHANISM % — 48"MIN. , 60"MIN. .. - - - 11. -rrr - t T -- - -- _ L 4 '• 1 �� •4�' i i�u DESCRIPTION DATE z I -.� / z r > . % � co 4/V. I 1:.(- ( I t, , f ) 1 • / 41Milir co m �- Eo .— - ' Arab / '<11 _� cin ti `` , Nr • ,, _ — _ t„ �j PUSH SIDE �—» .�' PULL SIDE --l— x .l I -,- • ck."..7—,* l��y - 25" °° U / X Y MAX. ' PROVIDE THIS ADDITIONAL I <10" 48"MAX 4'-O"MIN. SPACE IF DOOR IS / EQUIPPED WITH BOTH A CLEAR FLOOR SPACE 10"TO 24" 46"MAX CIELEVATION ® PLAN LATCH ANDA CLOSER. X Y >24" 36" MIN. W E® DRINKING FOUNTAIN CLEARANCE (TYP.) REACH LIMIT TO OPERABLE MECHANISMS OBSTRUCTED HIGH SIDE REACH /� MANUVERING FRONT APPROACH Q 1/2" = " "" = " "" 1/2" " " D CO 1 -0 B� 1/2" 1 -0 g = 1-0' BST 1/2"= l'-O" VJ ■� Lu Z Q Q � CN N W ?1'-3" MIN. , �� 48"MIN. �, D 0 ti CC7WALL Z PULL SIDE Y- 60 IFX= 36 Z �/� Y= 54" IFX=42 vJ 5" MAX. .�,u '�" 0 23$ QCO a ...... EQUIPMENT kt - - - - - - - - \ i �t ! 1.-- v.�A' .-� PERMITTED IN r 4, ,-.r_. �— l ` �� X Z �— i ' 1 ��.. 'f Z Q Cly : , SHADED AREA I W �� r— ;h �. � � ��! 1111" rtev I LIU I i Q 1.0 Et A —�. m _______ ,‘,..tilr cl ... ......... �\ I I Q �/' C'� Z iv co tifrk4 `�. �, 22" MIN. , _ �l\,, ♦ I �i►, MDC Z Z C4.1-4. / S Q o CORP - RELO 8"" . ,/ 48"MIN. / Z Y 10"MAX1 x Ji' 1::::› — m Q 7647 MIN ' �� cn Q �6"MAX. <20" 48"MAX ' PUSH SIDE I 0 ELEVATION PLAN • I I CONSTRUCTION DRAWINGS II 20"TO 25" 44"MAX 0 — Z SHALL BE<25" DATE: 8/23/2018 SCALE: AS SHOWN SPOUT HEIGHT AND KNEE CLEARANCE MAXIMUM FORWARD REACH OVER AN OBSTRUCTION UNOBSTRUCTED SIDE REACH MANUVERING SIDE APPROACH DRAWN BY: LEO V. A 1 = " "" g _ ,- „ A3 = PROJECT No.: TM0422 1/2" 1 0 1/2" = 1 0 1/2" 1'-0" A4 1/2"= 1'-0" SHEET: A501 1 1 2 3 4 1 2 3 I 4 IT ■ ■ .Mobi1e • ACCESSIBLE SIGNAGE 12920 SE 38th STREET BELLEVUE,WA 98006 ADA SIGN DESCRIPTION MODEL# www.t-mobile.com • W NDOW/COUNTER DECAL SYMBOL OF ADA 1006 57 COPYRIGHT NOTICE: ACCESSIBILITY-SIZE:6"X 6" These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work" "EXIT"-SIZE: 6"X 6";W/ADA/CBC BRAILLE ADA-1242 EXIT under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. "EXIT ROUTE"-SIZE: 6"X 6';W/ADA/CBC Under such protection, unauthorized use of these ADA-1243 EX'T drawings and specifications may result in cessation of BRAILLE ROUTE construction,building seizure,and/or monetary liability WHEELCHAIR ACCESSIBLE ENTRANCE- SIZE: 6"X 8" ADA-1070 ARCHITECT. 0 "WOMEN"WHEELCHAIR ACCESSIBLE pq. JLL Architecture, LLQ RESTROOM WALL-SIZE: 6"X 8" ADA-1024 200 East Randolph Drive,Chicago, IL 60601 51 West 3rd,# 201,Tempe,AZ 85281 "MEN"WHEELCHAIR ACCESSIBLE RESTROOM - ADA-1025 Fl WALL-SIZE:6"X 8" tel+1 480 626 6304 fax+1 480 401 3602 "UNISEX"WHEELCHAIR ACCESSIBLE RESTROOM ADA-1026 Il -WALL-SIZE:860 • "X 8" REST ODA "ALL GENDER"ACCESSIBLE RESTROOM- ADA 1245 TACTILE BRAILLE-WALL-8"X 9" ®• / ii� "WOMEN"ACCESSIBILE RESTROOM-DOOR- a SIZE: 12"DIA. CIRCLE T24-1001 i ' "MEN"ACCESSIBLE RESTROOM-DOOR- T24 1000 � .. `��� SIZE: 12"TRIANGLE AX), � RUSSELL M. .,ateBAUMANN"UNISEX"WHEELCHAIR ACCESSIBLE RESTROOM T24-1003 �js TEMPE, �-] - DOOR- 12"TRIANGLE/CIRCLE if • AZ • No. 6155 cs5"- "ALL GENDER"WHEELCHAIR ACCESSIBLE i�` ��1/07/2012 RESTROOM- DOOR- 12'X 12" ADA 1251 R �F 00 ACCESSIBILITY SIGNAGE: G.0 IS RESPONSIBLE FOR PROVIDING AND INSTALLING ALL ACCESSIBLE SIGNAGE. OS/29/2018 PROVIDE ACRYLIC REVERSE SILK SIGNAGE TO BE ADA WHITE ON BLUE AVAILABLE FROM WWW.ADASIGNDEPOT.COM SCREENED SIGNS WITH INTERNATIONAL UPPER CHARACTERS *NOT ALL USED AT THIS LOCATION SYMBOL OF ACCESSIBILITY, RAISED RAISED 1/32" LETTERS,AND BRAILLE,AT ACCESSIBLE CONSULTING ENGINEER: TOILET FACILITIES;ONE FOR EACH SEX NN OR ONE UNISEX. EXT 1 j I WALL MOUNTED SIGN BACKGROUND COLOR: HEIGHT OF LETTERING / / TACTILE SIGNAGE TO PMS262C. REFER TO SPEC / 9 ,,\ 5/8"MIN.TO 2"MAX. / BE LOCATED ON FOR ADDITIONAL / MIN. LATCH SIDE OF DOOR INFORMATION. \ CORRESPONDING / CLEAR OF DOOR GRADE 2 BRAILLE f SWING. MOUNT @ 48 LETTERS AND MIN. DESCRIPTION DATE O TOM NUM RS B ... GI SIGN VIEW B MAX(r TO OTP)OF)60" BE ABELEAST 5$" / ® LETTERING \ / SIGN TO FLOOR. HIGH, BUT NO RAISED 1/32" 6" HIGHER THAN 2" / TACTILE SIGNAGE SHALL BE ALLOWED ON THE '�.,E m a0 ( O – – AREA OF / `� O PUSH SIDE OF A DOOR WHEN THE FOLLOWING I- 0 I t*--•N PICTOGRAM ` H ' CONDITIONS EXIST: DOOR HAS A CLOSER, O� 0 I- DOOR DOES NOT HAVE A HOLD OPEN DEVICE c(;) ›- I— I s'' THAT PREVENTS IT FROM CLOSING. � 2«) I � � z E? Z LJ - 2 b CORRESPONDING GRADE 2 LETTERS AND NUMBERS .c) I TEXX1 0 b '-��• co BRAILLE REFER TO TACTILE SHALL BE UPPER CASE, NOTES (THIS DETAIL) FOR SANS SERIF TYPE Nr �` `-- \ ADDITIONAL INFORMATION. COLOR:WHITE 0 ELEVATION VIEW 0 RESTROOM PLAQUE 0 TACTILE EXIT SIGNAGE (PLASTIC SIGN) 0 EXIT SIGN DETAIL W V. il ACCESSIBLE RESTROOM SIGNAGE TACTILE EXIT SIGNAGE DETAILS Q 1/4"= 1-0" g 1/4"= 1'-0" /'3 CO LU z Ct O N TACTILE EXIT SIGNAGE REQUIREMENTS < I-- N CO E 0ti 1. EACH GRADE-LEVEL EXTERIOR DOOR SHALL BE IDENTIFIED BY A TACTILE SIGN WTH THE WORD"EXIT". a 2. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF AN EXIT ENCLOSURE OR AN EXIT PASSAGEWAY IS (1) Z N IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS,"EXIT ROUTE". = r-N 3. EACH EXIT DOOR THAT LEADS DIRECTLY TO A GRADE-LEVEL EXTERIOR EXIT BY MEANS OF A STAIRWAY OR RAMP IS IDENTIFIED BY A TACTILE E V J j CD CD EXIT SIGN THAT STATES"EXIT STAIR DOWN","EXIT RAMP DOWN","EXIT STAIR UP"OR"EXIT RAMP UP",AS APPROPRIATE. O O Q - CO 4. EACH EXIT ACCESS DOOR FROM AN INTERIOR ROOM OR AREA TO A CORRIDOR OR HALLWAY THAT IS REQUIRED TO HAVE A VISUAL EXIT SIGN IS 0 0 w IDENTIFIED BY A TACTILE EXIT SIGN WITH THE WORDS,"EXIT ROUTE". W ' 0 � Z �}� t n 5. EACH EXIT DOOR THROUGH A HORIZONTAL EXIT SHALL BE IDENTIFIED BY A SIGN TH THE WORDS,"TO EXIT". < `r jt V< 6. LETTERS ON SIGNS ARE RAISED 1/32", SANS SERIF UPPERCASE CHARACTERS AND ARE ACCOMPANIED BY GRADE 2 BRAILLE. = W I— 0 Z 7. RAISED CHARACTERS ARE BETWEEN 5/8"AND 2"HIGH. LO Et Q Q CO t (19 8. BRAILLE DOTS ARE 1/10"ON CENTER IN EACH CELL WTH 2/10"SPACE BETWEEN CELLS, MEASURED FROM THE SECOND COLUMN OF DOTS IN THE r0r�- Lo 0 V Q FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE SECOND CELL. [NOTE:CA AND OTHER JURISDICTIONS ONLY] V J 9. BRAILLE DOTS ARE RAISED A MINIMUM OF 1/40"ABOVE THE BACKGROUND. 10. CHARACTERS AND BACKGROUND OF SIGNS IS EGGSHELL, MATTE, OR OTHER NON-GLARE FINISH. MDC CORP - RELO 11. CHARACTERS CONTRAST WTH THEIR BACKGROUND (LIGHT CHARACTERS ON A DARK BACKGROUND, OR DARK CHARACTERS ON A LIGHT BACKGROUND. '7647 12. LETTERS ON SIGNS HAVE A WIDTH-TO-HEIGHT RATIO BETWEEN 3:5 AND 1:1 AND A STROKE WIDTH-TO-HEIGHT BETWEEN 1:5 AND 1:10. 13. SIGNS ARE TO BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. (AT DOUBLE LEAF DOORS AND WHEN THERE IS NO CONSTRUCTION DRAWINGS WALL SPACE AT THE LATCH SIDE, SIGNS SHALL BE PLACED ON THE NEAREST ADJACENT WALL, PREFERABLY ON THE RIGHT.) 14. MOUNTING HEIGHT IS 60"MAX. FROM THE FINISHED FLOOR TO THE TOP OF THE SIGN. 15. MOUNTING LOCATION ALLOWS A PERSON TO APPROACH WITHIN 3"OF THE SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR DATE: 8/23/2018 STANDING WITHIN THE SWING OF A DOOR. SCALE: AS SHOWN DRAWN BY: LEO V. PROJECT No.: TM0422 SHEET: A5O2 1 1 2 1 3 1 4 1 2 3 4 Cl2 • •M it o e • 7 (P 104) '1 7 (P1104 7 (P1104) '7 7 t;P1104 17 12920ELLSEE,thSTREET BELLEVUE, WA om CEILING 8006 www.t-mobile.com 8'-0" A D41111 B COPYRIGHT NOTICE: Q EQ / ,I/ 4'-0" / / }, These drawings and specifications are copyrighted and C subject to copyright protection as an 'architectural work" DOOR under sec. 102 of the copyright act, 17 U.S C. As / 2'-5" U.O.N. I / 3' 3" ELEVATION KEY amended January 2003. The protection includes. COAT / 'f without limitation, the overall form, arrangement and HOOK— / composition of spaces, and elements of the design. / I Under such protection, unauthorized use of these / 18" GRAB BAR —\4.7 \ ©®18" GRAB BAR drawings and specifications may result in cessation of ©® // ©® CRIB ® � I construction, building seizure,and/or monetary liability. / '- I �42" GRAB BAR 1 - ! TOILET ROOM ARCHITECT / \ ii 36" GRAB BAR 1 — i r r 60"X 60" CLEAR SPACE JLL Architecture, LLC �} �� AT TOILET FIXTURE 0 \ I r \ I — l L �` -- _ _- \ 200 East Randolph Drive, Chicago, IL 60601 \ x mop a �, 51 West 3rd,# 201, Tempe, AZ 85281 \ < wQ � II CH \ �I�� q / \ ACCESSIBILITY tel+1 480 626 6304 \\ z U /\ - \ SIGNAGE. SEE \ Q _ 60" DIAMETER�GLEAR fax+1 480 401 3602 \ MANEUVERING SPACE 1 SHEET A502 ,r0/ i \ . fi I \ ) 1 30" X 48" CLEAR SPACE -2s-C--,' ` 42" GRAB BAR j i AT LAVATORY GIRD MD 1® 7" MIN• . ,Z Al ©� U `+ RECESSED HAND DRYER PROTECTIVE/INSULATION WRAP FLUSH VALVE TO BE ON 9" MAX. A571 Z �n a B AT WATER AND DRAIN LINES o "OPEN" SIDE OF WATER TYP. J 0 BELOW LAVATORY O CLOSET COMPARTMENT O 0 \--36" GRAB BAR I / 0,W 0 TOILET ROOM ELEVATIONS - TYPICAL o4._ L h . b BAUMANN). t 1 C7 j TEMPE, '--] AZ • No.7/201 6155 2 cs.„1/0 2'-0" OFOOOR� j' 6" MIN. 0S/29/2015 MAX / r 3'-0" , / V-6" 5-0 1'-6' / MIN. • t 15" MIN. / CONSULTING ENGINEER, AUTOMATIC HAND DRYER "S MIRROR PAPER TOWEL TOILET PAPER DISPENSER COAT HOOK I —\11 DISPENSER AND SANITARY NAPKIN PURSE HOOK Al RECEPTACLE � � #ENLARGED TOILETA ROOM PLAN DESCRIPTION DATE :7 � TOILET TISSUESEAT COVER �� CQ WALL MOUNTED WATER 1/2" = 1'-0" DISPENSER DISPENSER Z LAVATORY CLOSET U �/ Lti U . i hs. Q 0 QLiJ • r 1 v Q w m 0 0 O ® O x U- ,,, rl OXX D CC f 2 m O &) = UJ >zU `t2 c QLLI - `n2Qw z � 1 T — ` } � �01 ¢ N \ U � ti � O Z ZQ i7 W y -- m 2 LL w tn U 4'-0" MIN. MIRROR s. . . • \ • \• , • • \ CLEAR FLOOR SPACE A►j li 1111 411111 -' \4( - W U I ! ' . �- \- \ • ? Za• i e? . `� — Q LUiJQ 0 il w � I ,1 . - � � � xTYPICAL MOUNTING HEIGHTS , I gam ��f z ¢� w B 1 1I2" = 1'-0' tJi ,n ,gfiri , 1\Ili'' \ � 0 ADA TRAP GUARD �W// z Ce t ���� LL co 8" MIN. / 6" MAX. O N I— KNEE CLEARANCE TOE CLEARANCE C\1 GRAB BAR NOTES Q 1) GC TO INSTALL WITH MOUNTING KIT#252-30. CLEAR FLOOR SPACE MOUNTING HEIGHTS J QC z 2) THE STRUCTURAL STRENGTH OF GRAB BARS SHALL MEET THE FOLLOWING SPECIFICATIONS: l) I L O (A) BENDING STRESS IN A GRAB BAR INDUCED BY THE MAXIMUM BENDING MOMENT FROM THE z rn O APPLICATION OF 2501bf(1112N) SHALL BE LESS THAN THE ALLOWABLE STRESS FOR THE O 0)‘. ../ ❑ MATERIAL OF THE GRAB BAR. 20 GA. TRACK I— U 0 W 1 112" • SECURED TO STUDS (B) SHEAR STRESS INDUCED IN A GRAB BAR BY THE APPLICATION OF 250 Ibf(1112N) SHALL BE (9 . . . LESS THAN THE ALLOWABLE SHEAR STRESS FOR THE MATERIAL OF THE GRAB BAR. IF THE 0 y„L Z 0 /� / CONNECTIONS BETWEEN THE GRAB BAR AND ITS MOUNTING BRACKET OR OTHER SUPPORT IS z "F1- 4 CONSIDERED TO BE FULLY RESTRAINED, THEN DIRECT AND TORSIONAL SHEAR STRESSES STAINLESS STEEL(3) 14 X 2-1/2" EPHI�LIPS SHALL BE TOTALED FOR THE COMBINED SHEAR STRESS, WHICH SHALL NOT EXCEED THE LAVATORY DETAIL = rW� Q 4 ROUND-HEAD, SHEET ALLOWABLE SHEAR STRESS. B 3 CD t.J 1 J 1t 112" = 1' 0" VJ Lo METAL SCREWS (C) SHEAR FORCE INDUCED IN A FASTENER OR MOUNTING DEVICE FROM THE APPLICATION OF 4 ^' O Z /( _/-) [Fill. 250 Ibf(1112N) SHALL BE LESS THAN THE ALLOWABLE LATERAL LOAD OF EITHER THE FASTENER CO LC� Q j OR MOUNTING DEVICE OR THE SUPPORTING STRUCTURE, WHICHEVER IS THE SMALLER L1 1-1/2" DIA. STAINLESS PARTITION AS ALLOWABLE LOAD. SPECIFIED STEEL GRAB BAR (D) TENSILE FORCE INDUCED IN A FASTENER BY A DIRECT TENSION FORCE OF 250 Ibf(1112N) PLUS THE MAXIMUM MOMENT FROM THE APPLICATION OF 250 Ibf(1112N) SHALL BE LESS THAN MDC THE ALLOWABLE WITHDRAWAL LOAD BETWEEN THE FASTENER AND THE SUPPORTING CORP - RELO STRUCTURE. . .. (E) GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS. 764.7 . • . . . • CONSTRUCTION DRAWINGS • -.i ACCESSORIES GENERAL NOTES 1. FRAMES MIRROR: BOBRICK B-1652436 1. DISPENSERS THAT CONTROL DELIVERY OR THAT DO NOT PERMIT CONTINUOUS PAPER _I 2. SEAT COVER DISPENSER: ITEM#420660 FLOW SHALL NOT BE USED. DATE: 8/23/2018 3. GRAB BAR: BOBRICK B06806 (36"L, 42"L, AND 18"L- WHEN REQUIRED) 2. INTERIOR SURFACES- TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, SCALE: AS SHOWN 4. AUTOMATIC HAND DRYER: EXCEL XL-SB WITH ADA RECESSED MOUNTING KIT 40502 NON-ABSORBENT SURFACE, SUCH AS PORTLAND CEMENT. CONCRETE, CERAMIC TILE, OR GRAB BAR DETAIL 5. TOILET PAPER DISPENSER: BOBRICK B-2888 OTHER APPROVED MATERIALS WHICH EXTEND UPWARD ONTO THE WALLS AT LEAST 5". DRAWN BY: LEO V. (Al 6. DOOR COAT HOOK: BOBRICK B-6827 3. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES OR SINKS. PROJECT No.: TM0422 3„ _ 1,-0" 4, PROVIDE BLOCKING AT ALL WALL MOUNTED FIXTURES AND ACCESSORIES. SHEET A51 1 1 2 3 4 1 2 3 4 T • .M • . o1 e •• Ok STANDARDS: KNAPE &VOGT 87 ANO 36Nir BRACKETS: KNAPE &VOGT 187LL ANO 12 3/4"X 12"D X 72"WHITE ELL1292VSE, STREET SCREWS: 87-10 WH 100 MELAMINE SHELVES (3) i BELLEVUE, WA om V\-- vn�vw.t-mobile.00m PROVIDE BLOCKING PER 1 REFER TO MFR INSTRUCTIONSNNIIIIIt A2 WSIM. 1/// MFR SPECIFICATIONS. I fl— • PER PLAN I Tr COPYRIGHT NOTICE: WATER HEATER SEE PLUMBING These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work" DRAWINGS, 150 under sec. 102 of the copyright act, 17 U.S.C. As LBS. MAX, amended January 2003. The protection includes, _ ,chr PER PLAN / SUSPENDED CEILING WHERE without limitation, the overall form, arrangement and BLOCKING AS I r \ composition of spaces, and elements of the design. - 314 FRT PLYWOOD OCCURS - SEE SHEET A131 REQUIRED. TYP. Under such protection, unauthorized use of these ON TOP OF 5/8" drawings and specifications may result in cessation of WR GYP BD ` WATER HEATER SEE PLUMBING construction, building seizure,and/or monetary liability. N \ DRAWINGS, 150 LBS. MAX. ARCHITECT: r I _ o 6" 16 GA. METAL STUDS fi" 16 GA. METAL STUDS 3/4 FRT PLYWOOD ON TOP = - SCREWS.ATTACHED VVITH 2 MIN ATTI0 TEK EACH SCREWS. 2 MIN ATTIEACH OF 518" WR GYP BD LLC __ �,�' WITHTEKJLL Architecture N STUD.TYP. STUD. TYP. J�,y 200 East Randolph Drive,Chicago, IL 60601 1'-5" 1'-5" 1'-5" r \ _ 51 West 3rd,# 201,Tempe, AZ 85281 1'-5" .e �; 518" WR j i L/ i GYP BD tel +1 480 626 6304 I 11., I I I _ ' .. A , III ' - �c --�- - + I I > MOPHOLDER MOP HOLDER 518"WR GYP BD fax+1 480 401 3602 III ' v P 101 i --- SHELVES 2• ( ) iN i I 3/4"X 12"D X 36" WHITE MELAMINE BLOCKING AS BRACKETS (6) I SHELVES (2) PROVIDE BLOCKING REQUIREDI {©- .4 - - - P 101 PER MFR SPECIFICATIONS. I i_______ ____J J.. DESK BY T-MOBILE ' ' 1'-0" - I ELECTRICAL OUTLETS. c= ,' ------STANDARDS: KNAPE &VOGT 87 ANO 24 SEE ELEC FOR ca BRACKETS: KNAPE &VOGT 187LL ANO 12 SCREWS: 87-10 WH 100 W 101 ' Fp, _ ��' ADDITIONAL INFO. -' � "��� � � • ba W 101 REFER TO MFR INSTRUCTIONS RUSSELL M. UTILITY SINK I BAUMANN TEMPE, y io PARTITION AS b SPECIFIED c$' • PARTITION AS PARTITION AS o iv1p)4.,101/F07/2012 No. 6155 v O° O SPECIFIED SPECIFIED1/0712012 N UTILITY SINK FI203) 08/29/2018 FLOORING AS FLOORING AS SCHEDULED i SCHEDULED CONSULTING ENGINEER'. ,l ` \ \ ' I i ...4\— \ ` BASE AS SCHEDULED • 0 SECTION 0 SECTION A3 A571 MANAGER'S DESK ELEVATION MOP SINK SECTION A DESCRIPTION DATE B 1 1" = 1-0" B2 314" = i'-0" m STANDARDS: KNAPE &VOGT 87 ANO 36 3/4"X 12"D X 72"WHITE BRACKETS: KNAPE &VOGT 187LL ANO 12 MELAMINE SHELVES (3) SCREWS: 87-10 WH 100 PROVIDE BLOCKING PER REFER TO MFR INSTRUCTIONS A4 A2 /MFRSPECI FICATIONS. N.N....) 01' 0" BLOCKING AS BLOCKING AS — r4 — 11 W I :_ REQUIRED - REQUIRED i - ___,,,#-.L , _,, . , BLOCKING AS • REQUIRED. TYP. fV w I I< SHELVES (3) SHELVES (3) 1••� } — BRACKETS (15) BRACKETS (15) r + - _Nr i I SIMILAR SHELVES AND D BRACKETS AT MANAGERS DESK r r y 1'-5" 1'-5" 4' 1'-5" 1'-5" -r i co r// w Z . 1—I — I 1— t518"WR GYP BD 518"WR GYP BD r1/ Z C4) Cl. W 1 I I it_ t UP TO START OF UP TO START OF LLL r f f SHELVES SINGLE LEVER, SHELVES • I- N O ❑ i 1 1:4- SINGLE HOLE MOUNT � � � SINK FAUCET. � I, 1'-0"' J ?..� � � �'�/ 5112" DEEP ADA VJ I LU LU N— SEALANT �� (--------'1>-11 114" (--:ACCESSIBLE SIN • SEALANT r 2'-0" / Z O 5'-0" LAMINATE r d HOLE AND SINK O co F • COUNTERTOP ELECTRICAL OUTLET. SEE //1° /-OPEN AREA • c� �— r 1 ELECTRICAL DRAWINGS FOR i I 'i, / BELOW SINK FOR V Z Z 'vr I I ADA COMPLIANC: t Q ADDITIONAL INFORMATION. n J i i / \ Z W (V oL .77r. c w N J , 2,-0„ , 1'-11" /. ❑ MICROWAVE; _ _ 1'-8" ° 3/4"ADJUSTABLE SHELF Z PARTITION AS i PARTITION AS �� ° i:„............________, 1.0 O Q SPECIFIED ,J 8" SPECIFIED r/1 n L J 3/4"WHITE LAMINATE OR N _ • SIMILAR. EDGEBAND j v cn co MDC EXPOSED ENDS. 1 "I z ° CORP - RELO ,, — — 5 MM HOLES @ 2" O.C. 11" , �' 4 FOR SHELF SUPPORT 7647 - Ey., REFRIGERATOR I \ 4` I \ )Ale `� \ X 44r\---4 CONSTRUCTION DRAWINGS • • \—BASE AS SCHEDULED BASE AS PROTECTIVE INSULATION CUT DOWN BASE SCHEDULED WRAP AT WATER AND AS REQUIRED AT DRAIN LINES BELOW SINK TOE KICKS DATE: 8/23/2018 SCALE: AS SHOWN KITCHENETTE ELEVATION KITCHENETTE SECTION KITCHENETTE SECTION DRAWN BY: LEO V. A4PROJECT No.: TM0422 A 1 1"= 1'-0" ` ' 1" = 1-0" 1" = 1'-0" SHEET: A521 1 I 2 3 4 1 2 3 4 CF . bil Mo e •• 518" TYPE "X" GYPSUM BOARD. CONTINUOUS TRACK TO MATCH WALL CEILING JOIST PER 12920 SE 38th STREET BELLEVUE, WA 98006 TAPE, SAND, PREPARE FOR STUD DEPTH. ANCHOR WITH (2) #10 METAL FRAMING NOTE: NOTE: FINISH PER SPECS. USE W.P. SS TEK SCREWS TO CEILING JOIST OB SCHEDULE @ 16" O.C. COORDINATE WITH STRUCTURAL SHEET S-1 FOR ATTACHMENT DETAILS. COORDINATE WITH STRUCTURAL SHEET S-1 FOR ATTACHMENT DETAILS. www t mobile com 'GREEN' GYP. BD. IN ALL OR (3)#10 FOR 8" STUDS AREAS WITH POSSIBLE COPYRIGHT NOTICE EXPOSURE TO MOISTURE. NNslik1/4... . / r ., These drawings and specifications are copyrighted and subject to copyright protection as an"a chitectural work" — — 114" STEEL PLATE @ (2) 318" HARDENED STEEL EXISTING 114" STEEL PLATE @ (2) 3/8" HARDENED STEEL EXISTING under sec- 102 of the copyright act, 17 U SC As U) EACH CONNECTION f"U" BOLTS @ EACH CONN. DECK ABOVE EACH CONNECTION / "U" BOLTS @ EACH CONN. DECK ABOVE amended January 2003. The protection includes, RIM JOIST Q without imitation,lthe overall form, arrangement and > / \ / composition of spaces, and elements of the design Under such protection, unauthorized use of these drawings and specifications may result in cessation of CLG HEIGHT O � I I e n - / construction,building seizure,andlor monetary liability. 4ASNDTED / I I 1f: EXISTING BAR ` I —i EXISTING BAR I (1 I JOIST (VERIFY 1-1'� JOIST (VERIFY A— — Li ARCHITECT: AMICO EXPANDED METAL CONDITION) CONDITION) ACOUSTICAL TILE _ •• SECURITY MESH �� JLL Architecture LLC CEILING U 5/8" FIBER CEMENT I I BOARD ON INVENTORY 200 East Randolph Drive, Chicago, IL 60601 .:.-,j '1111111er ROOM SIDE CONTINUOUS 20GA. TOP P1000 UNISTRUT @ 3'-0" P1000 UNISTRUT @ 6'-0" 51 West 3rd,# 201, Tempe, AZ 85281 TRACK ATTACH TO O.C. ATTACH TO TOP CONTINUOUS 20GA. TOP O.C. ATTACH TO TOP ' I 518"TYPE "X" GYPSUM METAL FRAMING SCHEDULE UNISTRUT WITH SHOT HILTI CHORD OF EXISTING TRACK ATTACH TO STEEL'L' CHORD OF EXISTING tel +1 480 626 6304 BOARD EON OR EDS PIN BAR JOIST (VERIFY WITH (1) HILTI EDN OR EDS BAR JOIST (VERIFY fax +1 480 401 3602 SPAN STUD SIZE SSMA # (I.C.B.O.#4373) CONDITION) SHOT PIN (I.C.B.O. #4373) CONDITION) O 8' 8" MAX 3 518" X 20 GA 362S137 33 PROVIDE SINGLE HEAD PARTITION AS SPECIFIED 9-5" MAX 3-5/8" X 18 GA 362S137-43 TRACK AT SOFFIT METAL STUDS FRAMING PER METAL STUDS FRAMING PER CONDITIONS, AND PROVIDE 10'-1" MAX 6"X 20 GA 600S137-33 STOREFRONT SECTIONS FLOOR PLAN DEEP LEG SLIP TRACK WITH y I ' 10'-11" MAX 6"X 18 GA 600S137-43 112" GAP AT FULL HEIGHT \ I INVENTORY WALLS TO STRUCTURE 16'-9" MAX 8"X 16 GA 8005162 54 r • ~II •ar+■ r• �'' RUSSELL M. 're?), INVENTORY ROOM PARTITION TO CEILING CONNECTION ,J,To,A. CHMENT TO STRUCTURE C4 ATTACHMENT TO STRUCTURE BAUMANN 3" - 1'-0" 3" = 1'-0" • rtt TEMPE, '"j • AZ • `•' No. 6155 c.c: - 1/07/2012 OF O FASTENERS: Q 08/2e/2018 i 1 A EXISTING ROOF DECK VERIFY AT PLYWOOD FLOOR (MIN. 3/4" CDX): PROVIDE(2) NO. 8 X 3/4" WOOD SCREWS AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. B4 l EXACT CONDITION IN FIELD. •EACH SIDE, 16" O.C. MAX. STAGGERED FOR(2) LAYERS GYP. BD. EACH SIDE. \ \\ Ot/ / A531 ` 1 7 AT SINGLE BRACE FASTEN \ \ / J ANGLE TO BRACE WITH (3) 3-518" X 20 GA. MET. STUDCONSULTING ENGINEERAT CIP CONCRETE FLOOR: \ \ / NO. 8 SCREWS. SECTION ATTACHED TO ~-UNISTRUT P5000 HS @ 6'-0" O.C. PROVIDE HILTI X-DNI .145"0 X 1" EMBED (POWDER-ACTUATED FASTENERS PER ES REPORT \ \ / x UNISTRUT WITH (3) #10 AFFIX TO TOP CHORD OF ESR-1663) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. \ \ / Q AT DOUBLE BRACE - SCREWS TRUSS WI UNISTRUT BEAM / 3' X3"X3"ANGLE 2 STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. \\ (20 GA. MIN.), o FASTEN DOUBLE BRACE TO CLAMPS AT EACH END. FASTENED TO ao BOTH ANGLES WITH (6) NO. \\ AT POST-TENSIONED CONCRETE FLOOR: FOR WALLS TO 10'-0" - BRACE WITH , / +� TRACK AND BRACE p11 — " - 8 SCREWS THROUGH BEAM CLAMP PROVIDE HILTI X-DNI .1450 X 3/4" EMBED (POWER-ACTUATED FASTENERS PER ES REPORT 3625137-33 AT 4'-0" O.C. MAX. • PER DETAIL 'B' 'II - BRACE AND BOTH ANGLES ESR-1663) AT 24" O.C. MAX. STAGGERED FOR (1) LAYER GYP. BD. EACH SIDE, 16" O.C. MAX. ALTERNATE DIRECTION OF BRACES + STAGGERED FOR (2) LAYERS GYP. BD. EACH SIDE. ALONG LENGTH OF WALL WHERE i_, i T T POSSIBLE. I 20 GA. MIN. TRACK z 'AT 1 1 '''''ff°1KiN /#` DESCRIPTION DATE I (PER ES REPORT / \ `METALSTUDS FINISH MATERIALS VARY FOR WALLSTO 15'-0"- BRACE WITH i i ESR 1042) ri (PER ES REPORT 4943P), (MAX. WEIGHT EQUAL TO DOUBLED 3625137-33 AT 4-0" O.C. —ICHANNELMAX. HEIGHT 20-0". (2) LAYERS GYP. BD. EACH MAX- ALTERNATE DIRECTION OF — QNUT #10 TEKSIDE PLUS APPLIED BRACES ALONG LENGTH OF WALL. METAL STUDS, CUT SINGLE BRACE FASTEN \ \ SCREWS. EA. co ----ft._ FINISHES FASTEN DOUBLED STUDS TOGETHER ! 1/2" SHORT FOR 1/2" Q ANGLE TO TRACK WITH (4) CONN. AT ALL ACOUSTICAL WITH NO. 8 SCREWS AT 24" O.C. MAX. I DEFLECTION 2 m NO. 8 SCREWS \ \ PARTITIONS (PARTITIONS CONT 20 GA BOTTOM TRACK I \ \ CONTAINING ACOUSTICAL WITH HILTI'X-U SHOT PIN o AT DOUBLE BRACE FASTEN INSULATION), APPLY A WITH 1 1/4" EMBEDMENT ATI• FINISH MATERIALS FILLET OF ACOUSTICAL BOTTOM TRACK TO SECURE N (2)ANGLES TO TRACK WITH \A \ VARY (MAX. WEIGHT (4) NO 8 SCREWS AT EACH • SEALANT AT BOTTOM / TRACK TO CONCRETE SLAB EQUAL TO (2) ANGLE \ \ CORNER OF TRACK, EACH / AT 24" O.C. (ICC ESR 2269) i LAYERS GYP. BD. \ \ SIDE, PRIOR TO (INSTALL PER METAL i EXISTING TRUSS 3 5/8" X 20 GA. METAL EACH SIDE PLUS BEYOND. VERIFY STUD BRACING @ 4'-0" APPLICATION OF GYP. BD. / FRAMING MANUFACTURER'S INSTALLATION MANUAL) APPLIED FINISHES) EXACT CONDITIONS. O.C. CLIP AND BEND-- \ \ -74*-.— I Y r B \ \ 0 SECTION ACROSS PARTITION SECTION ACROSS BRACING \ \ ri A #10 SCREW CONNECTION I Nil \ \ 20 GA. MIN. TRACK r Ii t AT EACH STUD LII L.1_1 \ \ Et B1 PARTITION FLOOR CONNECTION 3" = 1'-0" `� TOP OF WALL BRACING DETAIL 3" = 1' 0" ATTACHMENT TO STRUCTURE Q R D 1 112" = l'-0" CO W z Ct M C/) O N J 1 - PARTITION TYPES 2 - CONSTRUCTION OF PARTITION 3 - STUD SIZING 4 - INSULATION < I--- N TAG DESCRIPTION (J N Q B4 TAG DESCRIPTION a z 1"7 Sv �- 5/8"TYPE "X" 5/8" TYPE "X" E EXISTING A INSULATION UND ATTENUATION BATT T T METAL N.._ ' I I J�STUD GYPSUM BOARD /, GYPSUM BOARD i 518"TYPE "X"I I GYPSUM BOARD1 1 5/8" METAL STUD T THERMAL BATT INSULATION Z vJO 121BRACING s20 GA METAL STUDS OR 25 GA"Z" CHART FOR LAYERSR RIGID THERMAL INSULATION O Q Q Z 3 3 5/8" METAL STUD 20 GA METAL /r CHANNELS 16" O.C. r , �STUDS @ 16" O.C. AS SPECIFIED OF GYPSUM BOARD.) E EXISTING U 0 0 ■r..... LiiiIiiAS SPECIFIED p 6 6" METAL STUD - Z INSULATION 20 GA METAL X NO INSULATION/CAVITY FILL AS SPECIFIED STUDS @ 16" O.C. Z 1" 25 GA. "Z"CHANNEL G GROUTED SOLID LU�� CEILING AS CAP TOP INSULATION / AS SPECIFIED CO(IV I SPECIFIED --` -- OF WALL AS SPECIFIED EXISTING WALL I r , "� CONSTRUCTION AND/OR INSULATION V IX T� / STOREFRONTGLAZING ASSPECIFIED PARTITION DESIGNATION 11 Co -METALSTUD I I I W nCIL /� THE PARTITION-TYPE DESIGNATION OR WALL-TYPE V J °— WIDTH A5 0 ( J O DESIGNATION IS A FOUR-UNIT CODE THAT INDICATES SCHEDULED I �•� 518"TYPE "X" THE CONFIGURATION, CONSTRUCTION AND 1 2 3 4 .iiiievr FINISH MATERIALS METAL STUD 5/8"TYPE "X" GYPSUM BOARD INSULATION OF THE PARTITION AS FOLLOWS: AS SPECIFIED WIDTH AS • GYPSUM BOARD /:////7 I I FIRE RESISTANCE UL U-419 1. PARTITION TYPES MDC SCHEDULED ? SECURITY MESH TO 2. CONSTRUCTION OF PARTITION k7) CORP - RELO \'1"----L 3. STUD SIZING j 518' CEMENT UNDERSIDE OF DECK RATING LAYERS INSULATION 4. INSULATION BOARD 764. 7 FINISH c 18 GA METAL 1 HOUR 1 LAYER OPTIONAL MATERIALS AS SECURITY STUDS AS ECCIIFIEpO.C. I SPECIFIED MESH 2 HOUR 2 LAYERS OPTIONAL CONSTRUCTION DRAWINGS iory— 18 GA METAL INSULATION AS 3 HOUR 3 LAYERS OPTIONAL B1 B1 f 1 STUDS @ 16" O.C. SPECIFIED 4 HOUR 4 LAYERS OPTIONAL GENERAL NOTES � O O -Hi AS SPECIFIED EXISTING WALL I CONSTRUCTION AND/OR 1. G.C. TO FIELD VERIFY ALL DIMENSIONS AND NOTIFY ARCHITECTS IMMEDIATELY OF ANY DATE: 8/23/2018 I I II I INSULATION STOREFRONT GLAZING DISCREPANCIES OR UNFORESEEN ITEMS NOT SHOWN ON DRAWINGS. .AI ,/ �.A �m AS SPECIFIED E = EXISTINGSCALE: AS sl�owN O - 2. MAINTAIN FIRE RESISTANCE RATING FOR ALL TENANT DEMISING WALLS. 3. PROVIDE WATER RESISTANT GYPSUM BOARD AT ALL WET LOCATIONS. (UTILITY SINK, DRAWN BY: LEO V. 0 O O KITCHENETTE, DRINKING FOUNTAIN, TOILET ROOM, ETC.) PROJECT No.: TM0422 4. SEE SPECIFICATIONS FOR WALL FINISH INSTRUCTIONS. SHEET: A531 1 2 3 4 1 2 3 4 •T • •M o • e • • 12920 SE 38th STREET BELLEVUE, WA 98006 • www.t-mobile.com • COPYRIGHT NOTICE: PARTITION AS PARTITION AS These drawings and specifications are copyrighted and • SPECIFIED • SPECIFIED subject to copyright protection as an"architectural work" under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, SECURITY MESH N - without limitation, the overall form, arrangement and composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. 1/2" f 1/2" CONTINUOUS SEALANT 1/2" 112" EYP— — `� <••1# CONTINUOUS ARCHITECT: SEALANT TYP. ZM 1 1 z \ *4, 1 [ JLL Architecture, LLC U z v `� w `" 200 East Randolph Drive, Chicago, IL 60601 i \ _ \ 51 West 3rd,# 201, Tempe,AZ 85281 iN 2 - cn HOLLOW METAL wKNOCKDOWN FRAME tel +1 480 626 6304 O WELDED HOLLOW METAL O fax +1 480 401 3602 •~ FRAME, 5 112"THROAT /—DOOR AS 11 SCHEDULED DOOR AS SCHEDULED INVENTORY I ,�jj , 1 .4 s�- :,--orr INVENTORY HEAD DETAIL . HEAD DETAIL RUSSELL M. �, C3 BAUMANN 3" = 1' 0" 3" = 1'-0" ' TEMPE, • AZ • > No. 6155 c$' lei11/07/2012 of o# OS/29/2018 INVENTORY CONSULTING ENGINEER: CONTINUOUS SEALANT TYP. CONTINUOUS SEALANT TYP. SECURITY MESH Nka2, fDOORAS SCHEDULED PARTITION AS .� SPECIFIED 2„ N �{ DOUBLE STUDS AT JAMBS AS � �I T i, II SCHEDULED TYP. JO A DESCRIPTION DATE STEEL STUD JAMB ANCHOR Li r STEEL STUD JAMB ANCHOR (3 PER JAMB, MIN.) (3 PER JAMB, MIN.) N. DOUBLE STUDS AT JAMBS )" `-`._iAS SCHEDULED TYP. N"rm \ �, *DOORAssCHEDULED PARTITION AS WELDED HOLLOW METAL NOTCH WOOD WALL BASE HOLLOW METAL SPECIFIED FRAME, 5 112"THROAT AROUND DOOR JAMB IN KNOCKDOWN FRAME SALES AREA. CONTINUOUS BEAD OF CAULK AND PAINT FINISH, TYP. w X INVENTORY JAMB DETAIL TYPICAL JAMB DETAIL Q 1 _33) 3" = 1'-0" B4 3" = 1-0" U0 VJ LLI Z Ct oCr) Q I— N Cy Z °-) to zcy) (i) O Q ooQ I- I- 0 0 W 0 Z ❑ z Q = wu) OC u) vLoEt 0 Q � L.0co 0 , o 0 � Wso, 0_ MDC CORP - RELO 7647 CONSTRUCTION DRAWINGS DATE: 8/23/2018 SCALE: AS SHOWN DRAWN BY: LEO V. PROJECT No.: TMO422 SHEET: A541 1 2 3 4 1 2 3 1 4 • T • ' o le : . . 1 i i l METAL FRAMING SCHEDULE 12920 SE 38th STREET 0 r-- I I BELLEVUE, WA 98006 7 : I SPAN STUD SIZE SSMA # www.t-mobile.com I I I EXTEND PARTITION AND GYP. I 8'-8" MAX 3-5/8"X 20 GA 362S137-33 1,1 BOARD TO 6" ABOVE CEILING COPYRIGHT NOTICE' 9'-5" MAX 3-5/8"X 18 GA 362S137-43 05/06 IallWw ' 10'-1" MAX 6" X 20 GA 6005137-33 These drawings and specifications are copyrighted and COORD. WITH C3 & C4/A531 Mr CLG HEIGHT O subject to copyright protection as an"architectural work" 4 AS NOTED I under sec. 102 of the copyright act, 17 U.S.C. As 10' 11" MAX 6" X 18 GA 600S137 43 amended January 2003. The protection includes, 3-5/$"X 20 G METAL SEE R.C.P. without limitation, the overall form, arrangement and composition of spaces, and elements of the design STUDS AT 16" O.C. Under such protection, unauthorized use of these ACOUSTICAL TILE 401111111". CONTINUOUS TRACK TO MATCH CEILING CEILING JOIST PER drawings and specifications may result in cessation of CEILING JOIST SIZE. ANCHOR WITH (2)#10 SS TEK METAL FRAMING construction, building seizure,andlormonetary liability SCREWS TO EACH WALL STUD SCHEDULE @ 16" O.C. ., WO illARCHITECT. iii.lii- WO . --- — — W JLL Architecture, LLC , .:, ! :40011 cL/ 200 East Randolph Drive, Chicago, IL 60601 C) rr P — 51 West 3rd,# 201,Tempe, AZ 85281 l� 1 j AID .—' \ 8' 0"UN.O. SEE R.C.P.tiiil_ tel +I 480 626 6304 SEER.C.P. I I I A / / / I I I I I I fax+1 480 401 3602 SUSPENDED CEILING — — — — — — — — SEE PARTITION AS SPECIFIED GRID AND TILES AS .\ "` S SCHEDULED ' R.C.P. WAIT) .. SEE R.C.P. 41101518" TYPE "X" GYPSUM 3-518"X 20 G METAL STUDS AT OP BOARD CEILING. 16" O.C. WITH 5/8" GYPBOARD SOFFIT SHEATHING TOILET ROOM - I • 0 STEPPED SOFFIT0 1-*kg .i. °1.°' � DETAIL C2 TOILET ROOM CEILING NOT USED 'USSELLM. eS BAUMANN t� 1" = 1' 0" 3" = 1' 0" TEMPE, ) / • AZ • No. 6155 cs:: " ,-;/?,) ,11/07/2012 OF ,� �$/08/2'3/2018I MAXIMUM COMPRESSION ANCHOR TO STRUCTURE a STRUT SIZES ABOVE WITH HILTI 4 MAX HT (CC27XZF37) CEILING CLIP — + — & HANGER ASSEMBLY. 1/2" 0 X 22 GA. 3'-0" LARR# 25651. COMPRESSION STRUTS CONSULTING ENGINEER: 0 8" @12'-0" Q.C. EA. WAY 314" 0 X 22 GA. 4'-3" iN „ 14'-0"� 12'-0" MAX. 1" 0ar• X 20 GA. 5'-0" 4'-0" MIN 1 114" 0 X 20 GA. 7'-0" 318" MIN. CLEAR CROSS 12 GA. VERTICAL HANGER — RUNNER OR MAIN 1 1/2" 0 X 20 GA. 8'-6" WIRE ©48" O.C. RUNNER. TIE TWO 2" 0 X 20 GA. 11'-6" .... —3/4" EMT. COMP. STRUT TIGHT — ADJACENT WALL TOTO STRUCT. ABOVE. A DESCRIPTION DATE I I CEILING MAIN AND CROSS 2 112" 0 X 18 GA. 14'-6" .1- COMPRESSION STRUT REQ'D. RUNNERS3" 0 X 18 GA. 17'-3° 'I- © EACH SEISMIC RESTRAINT PLAN a -r 12'-0" O.C. EACH WAY. 3112" 0X 16 GA. 23'-3" • Z II ."1"-----1" EMT NOTCH OVER MAIN RUNNER. �_ (4) 12 GA., 45° SPLAY I I cs° \/ \A WIRES AT EVERY STRUT, v II I -- ( • MIN. 12 GAUGE WIRES. 12'-0" O.C. EA. DIRECTION. \ / ' SUSPENDED CEILING. DRILL 5/32" HOLE 2 B2 `-i FOR 118" BOLT AND 78" v ��% LOCK NUT AFTER 0 MAIN RUNNER `I CEILING IS LEVELED. z 7—FINISH FLOOR ELEVATION rt. CROSS TEE W Ct 1 -3-Di SUSPENDED CEILING BRACINGSUSPENDED CLNG- SEISMIC NOT USED NOT USED Q R 0 0 D CO V W Z o � Q I— N 3/4" CLEAR AT ONE END IN EACH D 0 CO DIRECTION. DO NOT FASTEN THIS END TO FASTEN TO STEEL FRAMING, WOOD AIR TERMINALS AND SERVICES FOUR 12 GA. MIN. WIRES SPLAYED 90° (IN r'7� Z a) THE CLOSURE ANGLE. AT OTHER END IN FRAMING, CONCRETE STRUCTURE, WEIGHING BETWEEN 20 AND 56 PLAN) FROM EACH OTHER. EACH END OF �v f��/JJ� EACH DIRECTION, FASTEN TEES TO CONCRETE DECK, OR STEEL DECK PER ES POUNDS SHALL BE CONNECTED EACH WIRE TO BE LOOPED AND WRAPPED — a ,ie,, CLOSURE ANGLE. REPORT ER-4071 (PARA 2.2.2.) OR PER TO STRUCTURE ABOVE, BY TWO AROUND ITSELF 4 TIMES MIN. CISCA 3-4 (FIGURES 2, 3, 4, AND 5) 8 GA. TAUT OR SLACK WIRES Z I— _4.-- O I- WHERE HANGER LIGHTING FIXTURES WEIGHING U HANGER WIRE AT EA H 0 Z C WIRES ARE MORE LESS THAN 56 LBS. SHALL BE .}.� 0 PERIMETER MAIN TEE AND THAN 16 OUT-OF- ' -12 GA. MIN. HANGER \ Z WIRES AT 4'-0" O.C. PLUMB, PROVIDE ABOVE, BY TWO 8 GA. TAUT OR T � EACH DIRECTION - NO COUNTER- SLOPING SLACK WIRES COMPRESSION STRUT y J WIRE 000 O O PROVIDE FLEXIBLE r STABILIZER BAR TO MORE THAN 1:6 PENDANT HUNG LIGHT FIXTURES AND FASTENED TO MAIN TEE PROVIDE CEILING CONNECTION TO SPRINKLER V 1 < L H MAINTAIN PERIMETER TEE OUT-OF-PLUMB. TYP. f ALL OTHER LIGHT FIXTURES, AIR AND TO STRUCTURAL / EXPANSION JOINTS AS HEAD THAT ALLOWS CEILING W I TERMINALS AND SERVICES WEIGHING FRAMING OR CONCRETE /\ NECESSARY, DIVIDING TO MOVE 1" IN ALL O r , SPACING TRAPEZE AS NECESSARY v Q MORE THAN 56 LBS. SHALL BE SEE ALSO DETAIL A4 FOR CEILING INTO AREAS NO HORIZONTAL DIRECTIONS W CD 0- - WIRE LOOPED AND TO AVOID OBSTRUCTIONS-/ SUPPORTED DIRECTLY FROM ADDITIONAL INFORMATION. / GREATER THAN 2500 SF (—_ MAIN TEE OR CROSS TEE WRAPPED AROUND ITSELF (SUSPENSION SYSTEM) 3 TIMES MIN. AT EACH END MAINTAIN HANGER WIRE J� STRUCTURAL FRAMING, MASONRY, HEAVY DUTY OF HANGER WIRE SPACING AND CAPACITY OR CONCRETE USING APPROVED / I i BELOW OBSTRUCTION HANGERSII \ IN IP I �, MDC 1 , J CORP - RELO - z BRACING WIRES WITHIN7647 i �-2X2 CLOSURE COMPLY WITH ADDITIONAL PROVISIONS OF ACOUSTICAL LIGHTING FIXTURES, AIR TERMINALS, LOCATE BRACING AT 12'-0" 0.C. 2" OF CROSS TEE ANGLE, MIN. SEE ASTM C635 AND CC636. COMPLY WITH ALL CEILING PANELS AND SERVICES SHALL BE POSITIVELY EACH DIRECTION AND WITHIN 6'-0" I / �, 8" MAX. 8" MAX NOTE AT TOP. ADDITIONAL PROVISIONS OF IBC SECTION ATTACHED TO THE CEILING SYSTEM OF PERIMETER PARTITIONS EACH SIDE 3", CONSTRUCTION DRAWINGS \ / �, 1615, ASCE 7.13.5.6, AND CISCA 3-4. COMPRESSION STRUTS WITH 4" OF BRACING WIRES EXPANSION JOINT FOR ° PERIMETER SUPPORT ° GENERAL SUPPORT CD LIGHT FIXTURE AND MECHANICAL SERVICE SUPPORT O LATERAL BRACING FOR CEILINGS EXCEEDING 1000 SF °CEILINGS EXCEEDING 2500 SF O SPRINKLER HEADS DATE: 8/23/2018 SCALE: AS SHOWN INSTALLATION OF SUSPENDED CEILING (IBC) DRAWN BY: LEV. Al PROJECT No.: TM0422 USING GRID SUSPENSION SYSTEM SHEET: A551 1 2 3 4 1 2 3 4 MT M MM it • a e II. 12920 SE 38th STREET BELLEVUE, WA PARTITION AS SPECIFIED www.t-mobile.com CONFIRM DETAIL WITH MALL - STOREFRONT GLAZING MANAGEMENT AND TMO PROJECT 1 MANAGER PRIOR TO INSTALLATION COPYRIGHT NOTICE These drawings and specifications are copyrighted and DOOR IN CLOSED/— cn to copyright protection as an"architectural work" Z under sec. 102 of the copyright act, 17 U.S.C. As E Et POSITION 0 Q _ amended January 2003. The protection includes. Z W % without limitation, the overall form, arrangement and composition of spaces, and elements of the design. 0 W Under such protection, unauthorized use of these O{a drawings and specifications may result in cessation of U_ /W STOREFRONT BASEconstruction, building seizure,and/or monetary liability. LL 0 // O Q '1 // / „ Z T 010 J ARCHITECT'. RUBBER BASE O w o SCHLUTER RENO-U _J H- SCHLUTER TRANSITION 0 rSHOT LENGTH OF IQ PIN INTO JLL Architecture LLC CENTERED UNDER DOOR. m STRIP - SCHIENE (AE##) TAPERED .� c / / SLAB AT 24" O.C. 200 East Randolph Drive, Chicago, IL 60601 AREA VARIES HEIGHT TO MATCH Q / (ICC #2269) 51 West 3rd,# 201,Tempe, AZ 85281 EXISTING MALL FLOORING RESILIENT I MALL TOP OF RESILIENT / / MALL tel+1 480 626 6304 TOP OF FLOORING VCT OR CONCRETE TILE FLOORING FLOORING / FLOORING fax+1 480 401 3602 • RESILIENT TILE FLOORA ./ , . . .. ` 2°1a MAX SLOPE . i r/ \ 1/ .. .. , , /''/ ,/,/,-„,--, / TAPERED ARDEX / / /' rI t /,�i ' ; CONCRETE TOPPING ,/, / 1 / � / d,1// . � ��/ �� % SEE MFR SPECIFICATIONS / .' / /" / / / / / ///// ./-/ //' / , A / f�i , / / �j" FOR FLOORING EXPANSION TYP. / / ., / . • / / /4/ / / ,/ //// / P 'lo RUBBER BASE VCT / RESILIENT TILE TO CONCRETE MALL TO RESILIENT TILE STOREFRONT BASE RUSSELL M. �, 41) C2 @I, �' BAUMANNrA 6" = 1' 0" G 6" = 1' 0" 6" = 1'-0" alb' TEMPE, 1---] • AZ • No. 6155 cs., •• 1/07/2012 OF O 08/29/2018 I PARTITION AS SPECIFIED CONSULTING ENGINEER DOOR IN CLOSED • POSITION .... \4 B 201 NOTCH BASE OVER EXISTING A DESCRIPTION DATE DOORJAMBS, TYP. RUN • CONTINUOUS LINE OF CAULK AT JOINT AND PAINT P101 FINISH. c, I 3/16" SCHLUTER SCHIENE (AE45) co BLOCKING AS REQUIRED FOR Ln CENTERED UNDER DOOR. • FASTENING OF BASE -- TOP OF FLOORING RESILIENT TILE SHEET VINYL \ II f OR VCT //////// ://// lirf. - / ' //// ♦/ / S A /"/77/7/7 ///'/// -'//z/ y i / ' ' / . ' /// / • TAPERED ARDEX CO ♦ SEE MFR SPECIFICATIONS / / / • CONCRETE TOPPING FOR FLOORING EXPANSION TYP. // //it/ ; / ///,,////// , // // // , / / ! ///1/ // i" W -- Q a WOOD BASE RESILIENT TILE TO SHEET VINYL OR VCT � NOT USED NOT USED H B1 6" = 1'-0" B2 6" = 1'-0" 0%)) 6" = V-0" B4 6" = 1'-0" < w U) w w z � CO Ct #3 REBAR CONT. (TYP)AT ALL SAW CUT AND REMOVE 0 N INTERSECTIONS AND LAPS REBAR EXISTING SLAB FOR H N PARTITION AS SPECIFIED SHALL BE TIED WITH 16 GA. REBAR TRENCH AS REQUIRED D 'R CO TIE WIRE. TAPE IS NOT ACCEPTABLE. NEW 3,500 PSI CONCRETE 7 SLAB ON GRADE TO 0 7 a) ❑ FRP BOARD CAULKED TO WALL #3 REBAR (TYP) EPDXY MATCH DEPTH OF EXIST., WITH J-MOLDING AT TOP OF PANEL COATED WITH HILTI WITH#3 BARS AT 16" Q.C. HIT-HY 200. INSTALL EACH WAY AT MIDDLE • Z (n O a BRUSHED STAINLESS METAL TRIM PER ICC-ES-3187 DEPTH OF SLAB. DRILL z V J AND EPDXY 6" INTO EXIST. 1Q O3 V 9 ), EXISTING SLAB SLAB, Z 0_ H {O, Q V WATERPROOF MEMBRANE ON GRADE AS LOCATE CONDUIT E w (Il v Z OCCURS ABOVE VAPOR BARRIER O1w `J y� Z WHERE SPECIFIED 30 MIL. w z TFCe POLYETHYLENE CLEAVAGE , 1-1/2" TYP. w out I I� I �^ J O MEMBRANE (EQUAL TO NOBEL `` 0 z z = W �JJ SEAL TS) CONTINUOUS UNDER t r I Z 0010 �^^ U I- O FLOORING AND UP WALL 6" MIN. I• ° °a • \-• / 4 � -I VJ BEHIND FRP AND BASE. !'1 !y*„rte 1� : a`��^'.'�sit ' sw�:t'' U 0 d Ss �� kr �. •r 1111; w �+� •�w r _��;� Ill I O O _I Illil� I :- COVED SHEET VINYL BASE I - - I I 1 1 , I I I {I I 3132" SCHLUTER SCHIENE AE20 • P 'NIDE CONTINUOUS SEPARATED CHEMICAL CENTERED UNDER DOOR. PEST BARRIER @ ALL VAPOR BARRIER TO COMPACTED FILL I SHEET VINYL FLOORING DISTURBED AND MATCH EXISTING AS REQUIRED GENERAL NOTES MDC EXPOSED SOIL PRIOR VCT SHEET VINYL CORP - RELO TO COVERING WITH G.C. SHALL KEEP TRENCHING TO 1 IF EXISTING CONDITIONS VARY. CONTACT ARCHITECT FOR ALTERNATE TRANSITION PROFILES, A MINIMUM TO PROVIDE STUB-UPS 2. FLOORING TRANSITIONS TO BE PROVIDED BY G C AS INDICATED IN THE RESPONSIBILITY SCHEDULE CONCRETE AND ABC FOR ALL FIXTURES. ON SHEET 0001. L , I *�� - - -- FILL -- ----- ----------- ------ - ------ 3. PREPARE EXISTING FLOOR SURFACE PER MANUFACTURER SPECIFICATIONS FOR INSTALLATION OF 7647 36" MAXIMUM � � j � � � NEW FLOORING MATERIALS AS INDICATED IN THESE PLANS 7/////7 / FOR TRENCHES 8" MAX. WIDTH, / ♦ 4 SEEMANUFACTURERSPECIFGATIONSF4RFLOORINGEXPANSIONCONSTRUCTION DRAWINGS GCMAY ELIMINATE REBAR ANDDOWELS / / AND SHALL APPLY BONDING AGENT " j` ,/,/ TOEXISTINGCONCRETESURFACES //" / // PRIOR TO POURING (N) CONCRETE /OVER COMPACTED FILL. / / DATE: 8/23/2018 / : ♦ / // / / � / ///////' SCALE: AS SHOWN SHEET VINYL BASE SLAB DOWELING AT TRENCH VCT TO SHEET VINYL DRAWN BY: LEO A 1 6" = 1'-0" ' ` 3" = 1' 0" 08.11.2017 6" = 1' 0" PROJECT No.: SHEET: TM0422 J A571 1 2 1 3 4 1 2 3 4 T • °M bil o e n• 12920 SE 38th STREET 2" X 2"X 1/4" METAL 'L' BELLEVUE, WA 98006 EXISTING ROOF DECK ATTACH TO TOP CHORD OF www.t-mobile_com EXIST. BAR JOISTS. (VERIFY CONDITION) EXISTING TRUSS. V.I.F. COPYRIGHT NOTICE IThese drawings and specifications are copyrighted and '�11� I subject to copyright protection as an"architectural work" 11f under sec. 102 of the copyright act, 17 U.S.C. As \>——t I — 1 - I t t amended January 2003. The protection includes, \i-` without limitation, the overall form, arrangement and sl.\ I composition of spaces, and elements of the design L . or I 1= Under such protection, unauthorized use of these drawings and specifications may result in cessation of i\h\\\ I DIAGONAL BRACING TOP construction,building seizure,and/or monetary liability. OF STUD TO BOTTOM OF G.C. TO PROVIDE 1/2" FRT I \� \ I ADJACENT STUD FOR PLYWOOD BLOCKING ATTACHED \ I DECK HEIGHT OVER 14'-0" ARCHITECT TO NEW OR EXISTING 3 5/8"X 20 \ •\I A.F.F. OR AS REQUIRED. GA METAL STUDS TO JLL Architecture LLC STRUCTURE ABOVE. V.I.F. I \ •N 0 \.I EXISTING CEILING 200 East Randolph Drive, Chicago, IL 60601 N TYPE VARIES 51 West 3rd,# 201, Tempe, AZ 85281 I \\A, ii...., RJ_rixj, tel +1 480 626 6304 fax+1 480 401 3602 PROVIDE ACCESS PANEL Tr— i J-BOXES FOR FOR GYP. CEILING. I POWERIDATA. I SEE ELEC DRAWINGS DIGITAL DISPLAY FIXTURE FIXTURE VENDOR TO PROVIDE ATTACHMENT HARDWARE TO SECURE DIGITAL MONITOR DISPLAY FIXTURE TO OF BLOCKING FOR STABILIZATION 4411 • • ...,.-11-1; . • DFM 1 D F W ATTACHMENT Nt4USSELLRM. ,,A C . �} 1" = 1' 0" BAUMANN TEMPE, I--] • AZ • ("* ) No. 6155 cs:S" y�1 1107/20 1 2 ` 'O # Fo OS/29/201S CONSULTING ENGINEER: CONTINUOUS 3/4" PLYWOOD BLOCKING OVER FACE OF DRYWALL. ATTACH WITH (3)#10 SCREWS AT EACH STUD. ,, PER PLAN , STOP BLOCKING 8" FROM # DESCRIPTION DATE END OF SYSTEM WALL m I I liallLEAT(TYP.L - -- - - -- - - -I --- --- -- - - -- -- -- —I---- °' VIII T-471/4"A.F.F. I I LrT - - - _J \- 6) J-BOX FOR LED BACK LIGHTINGLIJ CO - - - - - - - - - - - - - -- - -- - - - - - - --- VP 68 114"A.F.F. Et - - 7 a Ia C1 ~ I 1 C1) W _i \ N z CO 0 < O C\I I— N Z 0O I . � �LBOX FOR ACCESSORIES AND DIGITAL MONITORS r n0 V 38"A.F.F. - - - - -- - - - - - - -- -- - - - - - - - - -- - - - vJ = Ct O Z U) o c J N OoQ ^ m im__., J BOX FOR DF- 0 0 ISPLAY WALLS 11 � 7 W Z Q Ce = w U) I- M < z9 > �CL Lo 0 a CL U. GENERAL NOTES 1. OUTLET HEIGHTS SHOWN ARE TYPICAL. I ` MDC SEE SHEET E101 FOR SPECIFIC CORP - RELO DIMENSIONS. ENSURE OUTLETS DO 7647 NOT INTERFERE WITH BLOCKING. 2. ATTACH SYSTEM WALL AND CLEAT PER MANUFACTURER'S SPECIFICATIONS. 3. FOR SEISMIC ZONES, CONFIRM CONSTRUCTION DRAWINGS SCREWS ARE SUFFICIENT FOR SITE SPECIFIC SEISMIC LOADS. DATE: 8/23/2018 SCALE: AS SHOWN • TYPICAL SYSTEM WALL BLOCKING DRAWN BY: LEO A3PROJECT No,: TMO422 SHEET: A591 1 2 3 4 1 I 2 ( 3 I 4 • . . • " o 1 e .. FIXTURE SCHEDULE GRAPHIC SCHEDULE 12920 SE 38th STREET BELLEVUE,WA 98006 TAG DESCRIPTION CONDITION QUANTITY SOURCEDBY FURNISHEDBY INSTALLEDBY TAG DESCRIPTION QUANTITY www.t-mobile.com FF203 FEATURE TABLE 6' — STUB UP NEW 2 TRIAD, FLEETWOOD, PREMIER, SYNSOR T—MOBILE T—MOBILE 13 BRAND FOCAL CONTENT 1 COPYRIGHT NOTICE. FF301 DIGITAL FRONT WINDOW — 6" NEW 2 TRIAD, FLEETWOOD, PREMIER, SYNSOR T—MOBILE T—MOBILE 34 DIGITAL SIGNAGE — PRIMARY COMBO 1 These drawings and specifications are copyrighted and FF403 ROUND CONSULTATION TABLE NEW 1 TRIAD, FLEETWOOD, PREMIER, SYNSOR T—MOBILE T—MOBILE 35 DIGITAL FRONT WINDOW — PRIMARY 1 subject to copyright protection as an"architectural work" under sec. 102 of the copyright act, 17 U.S.0 As FF404 ( ADA CONSULTATION TABLE NEW 1 TRIAD, FLEETWOOD, PREMIER, SYNSOR T—MOBILE T—MOBILE 36 DIGITAL FRONT WINDOW — SECONDARY 1 amended January 2003. The protection includes, without limitation, the overall form, arrangement and FF405 SINGLE CONSULTATION TABLE I NEW 3 TRIAD, FLEETWOOD, PREMIER, SYNSOR T—MOBILE T—MOBILE MOl OEM PRIMARY 1 composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of FF501 2—SIDED A—FRAME WITH HEADER NEW 1 TRIAD, FLEETWOOD, PREMIER, SYNSOR I 1—MOBILE T—MOBILE M02 OEM SECONDARY 1 construction,building seizure,and/or monetary liability. FF601 B1 — BENCH — PRIMARY 4' W/INSET NEW 2 TRIAD, FLEETWOOD, PREMIER, SYNSOR I T—MOBILE T—MOBILE M04 TABLETS DIPLAY WALL DOUBLE 1 FF603 ( CHAIR NEW 14 I BAUHAUS I T—MOBILE T—MOBILE MO6 ANDROID DISPLAY WALL DOUBLE 1 ARCHITECT: FF605 ( STOOL 26" SEAT HEIGHT I NEW 3 BAUHAUS I T—MOBILE T—MOBILE M07 OVERFLOW DISPLAY WALL SINGLE 1 JLL Architecture, LLC (FF902 BADGE NEW 4 T—MOBILE T—MOBILE( M09 FLEX/ AUDIO DISPLAY WALL SINGLE 1 200 East Randolph Drive,Chicago,IL 60601 FW101 DISPLAY WALL — OEM NEW 2 TRIAD, FLEETWOOD, PREMIER, SYNSOR T—MOBILE T—MOBILE M11 DISPLAY WALL SINGLE 1 51 West 3rd,#201, Tempe,AZ 85281 FW102 DISPLAY WALL — (4) 200X200 BOXES NEW 6 TRIAD, FLEETWOOD, PREMIER, SYNSOR T—MOBILE T—MOBILE M20 ACCESSORY WALL OEM PRIMARY 1 tel+1 480 626 6304 FW103 DISPLAY WALL — (8) 200X200 BOXES NEW 1 TRIAD, FLEETWOOD, PREMIER, SYNSOR 1—MOBILE T—MOBILE M21 ACCESSORY WALL OEM SECONDARY 1 fax+1 480 401 3602 FW201 I ACCESSORY PANEL W/USB I NEW 7 TRIAD, FLEETWOOD, PREMIER, SYNSOR ( T—MOBILE T—MOBILE M22 ACCESSORY WALL TABLETS 1 FW3O1 SYSTEM WALL PANEL — FULL I NEW 17 TRIAD, FLEETWOOD, PREMIER, SYNSOR I T—MOBILE T—MOBILE M23 ACCESSORY WALL ANDROID 1 FW302 SYSTEM WALL PANEL — HALF NEW 2 TRIAD, FLEETWOOD, PREMIER, SYNSOR I T—MOBILE T—MOBILE M24 ACCESSORY WALL OVERFLOW 1 FW401 DIGITAL MONITOR DISPLAY NEW 1 TRIAD, FLEETWOOD, PREMIER, SYNSOR I T—MOBILE T—MOBILE M25 ACCESSORY WALL FLEX/AUDIO 2 FW403 BRAND FOCAL MONITOR MONITOR ONLY (NO SHROUD) NEW 1 TRIAD, FLEETWOOD, PREMIER, SYNSOR J T—MOBILE T—MOBILE M40 RTF 3 '� FW503 ( WALL GRAPHIC 112X58 I NEW 1 TRIAD, FLEETWOOD, PREMIER, SYNSOR ( T—MOBILE T—MOBILE M41 RTF ADA 1 ' • I Av. i M44 DIGITAL SIGN 1 M45 BRAND FOCAL MONITOR 1 '111111.: RUSSELL M. ‘<•.:e. BAUMANN rei M50 A—FRAME 1 TEMPE, --3 M62 WALL GRAPHIC LARGE 11.rill N0.1155 rS��.' 1/0712012 t C.F0 !S/29/2O1S CONSULTING ENGINEER: ADESCRIPTION DATE o3 FURNITURE AND EQUIPMENT SCHEDULE TAG DESCRIPTION CONDITION QUANTITY MANUFACTURER SOURCEDBY PRODUCT_NO FURNISHEDBY INSTALLEDBY EG100 REFRIGERATOR NEW 1 AVANTI STAPLES 792263 T—MOBILE E0101 MICROWAVE NEW 1 AVANTI STAPLES 792264 T—MOBILE T—MOBILE ES104 FIREKING INVENTORY SAFE NEW 1 FIRE KING FIRE KING B7248D2—SRTD10 T—MOBILE T—MOBILE rZ ES105 CASH SAFE NEW 1 FIRE KING FIRE KING MB3020E66SR2 T—MOBILE T—MOBILE E ET102 XEROX MULTI FUNCTION PRINTER NEW 1 XEROX XEROX T—MOBILE T—MOBILE W 2 co ET103 XEROX COLOR QUBE NEW 1 XREOX XEROX T—MOBILE T—MOBILE CL a. w Q FG1 01 TABLE — 42" DIA NEW 1 REGENCY STAPLES CASPER CS5BS T—MOBILE T—MOBILE D E •-I FG103 MANAGERS DESK NEW 1 HON STAPLES 902294 T—MOBILE T—MOBILE 0 FG201 BREAK TABLE CHAIR NEW 4 STAPLES 1049358 T—MOBILE T—MOBILE C/) W 0 In Iola FG203 MANAGERS CHAIR NEW 2 TURCO1 IE LUXURA STAPLES 934103 T—MOBILE T—MOBILE W zi O c� W FG205 BOH TRAINING CART NEW 1 TIFFANY INDUSTRIES STAPLES 463879 T—MOBILE T—MOBILE f CV WFG302 FILE CABINET NEW 1 STAPLES STAPLES 780402 T—MOBILE T—MOBILE Q E- (V = CO FG304 SHELVING UNITS NEW 4 VARIES VARIES T—MOBILE T—MOBILE 0 N. FG305 LOCKERS NEW 3 LOCKUP DIGILOCK ELECTRONIC LOCKERS T—MOBILE T—MOBILE C3( z FG500 WHITE BOARD NEW 1 QUARTET WORKING SPACES 518928 T—MOBILE T—MOBILE CO = W zEM U) 0 M C) UM _ � D. Q . H O Ra 0 z W fx = 0 F"'" E ULoC� Ed Q � oo XZ ``f' 0 Q MDC CORP - RELO 7647 CONSTRUCTION DRAWINGS 111 DATE: 8/23/2018 SCALE: AS SHOWN DRAWN BY: LEO V. PROJECT No.: TM0422 SHEET: M A601 1 1 2 1 3 1 4 1 f 2 3 I 4 FL • • • •Mobi1e •OORING FINISH SCHEDULE 12920 SE 38th STREET FLAME SPREAD / BELLEVUE,WA 98006 www.t-mobile.com TAG DESCRIPTION MANUFACTURER PRODUCT STYLE COLOR SIZE SMOKE FURNISHED BY INSTALLED BY NOTES DEVELOPMENT COPYRIGHT NOTICE: F101 WOOD FLOORING -SALES AREA KAHRS HARDWOOD KAH 3011116681640401 MATTE FINISH SMOKE OAK 7.4"W X 89.21"L PLANK, CLASS C T-MOBILE G.C. INSTALLATION: OVER VERSASHIELD. 36..69 SF PER CARTON 9/16"THICK These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work" F201 LUXURY VINYL TILE FLOORING-SALES AREA AND TRAINING ROOM ADORE NATURELLE 1 DW-1925 - 7.2"X 4.8",3MM GAUGE - T-MOBILE G.C. WOOD EMBOSSING WITH 12MIL WEAR LAYER under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and F202 I VCT FLOORING-BACK OF HOUSE ARMSTRONG - I IMPERIAL TEXTURE STERLING 51904 12"X 12"X 1/8" I CLASS A G.C. G.C. INSTALLATION: GLUE DOWN WITH MOHAWK ENPRESS ADHESIVE. MONOLITHIC composition of spaces, and elements of the design. Under such protection, unauthorized use of these drawings and specifications may result in cessation of F203 I SHEET VINYL FLOORING-TOILET ROOM ARMSTRONG - CONNECTION CORLON ANTHRACITE 88700 - CLASS A G.C. G.C. construction,building seizure,and/or monetary liability. F204 RESILIENT FLOORING-SALES AREA MOHAWK GROUP HOT AND HEAVY SECOYA(C0009) 872 PICTON PARK 9"W X 59"L PLANK, 5MM CLASS A T-MOBILE G.C. INSTALLATION: LOOSE LAY WITH PERIMETER GLUE. PREFINISHED, NO WAXING OR THICK SEALING REQUIRED.20 MIL WEARLAYER ARCHITECT: F205 VCT FLOORING-HALLWAY, BACK OF HOUSE,TELECOM ROOM, INVENTORY ARMSTRONG - IMPERIAL TEXTURE CHARCOAL 51915 12"X 12"X 1/8" CLASS A G.G. G.C. INSTALLATION:GLUE DOWN WITH MOHAWK ENPRESS ADHESIVE. MONOLITHIC JAL Architecture, LLC U F302 TILE FLOORING-SALES AREA DALTILE COLORBODY PORECELAIN INDUSTRIAL PARK CHARCOAL GRAY IP09 24"X 24" - T-MOBILE G.C. GROUT: MAIPEI-47 CHARCOAL. NO SUBSTITUTIONS 200 East Randolph Drive,Chicago, IL 60601 F303 TILE FLOORING -SALES AREA DALTILE TRAVERK M7WZ WENGE 8"X 48" - T-MOBILE G.C. GROUT: MAIPEI -07 CHOCOLATE. NO SUBSTITUTIONS 51 West 3rd,#201,Tempe,AZ 85281 F304 TILE FLOORING-SALES AREA DALTILE VOLUME 1.0 VL70 AMPLIFY BLACK 12"X 12" - T-MOBILE G.C. GROUT: MAIPEI -47 CHARCOAL. NO SUBSTITUTIONS tel+1 480 626 6304 fax+1 480 401 3602 F401 CARPET FLOORING-DISTRICT MANAGER OFFICE MOHAWK(BIGELOW) RECKLESS BT353 I QB353 LEATHER JACKET 999 24"X24" - T-MOBILE G.C. COLOSTRAND SD NYLON FIBER TYPE,TUFTED CONSTRUCTION, SOLUTION YED, SENTRY PLUS PROTECTIVE TREATMENT F402 CARPET FLOORING-OFFICE, CONFERENCE,TRAINING ROOM SHAW MATERIAL MATTERS 5T039 SMOKE 37557 24"X24" CLASS A T-MOBILE G.C. PATTERN:WANDER TILE 51039 F403 WALK-OFF MAT-SALES AREA MOHAWK GROUP STEP UP II GT311 MODULAR OBSIDIAN 989 24"X24" I CLASS 1 T-MOBILE G.C. INSTALLATION: GLUE DOWN WITH MOHAWK ENPRESS ADHESIVE. MONOLITHIC. F404 WALK-OFF MAT-VESTIBULES MATS INC. - SUPREME NOP ROLL BLACK WALNUT 983 FOOT GRILLE CLASS A T-MOBILE G.C. INSTALLATION: GLUE DOWN WITH MI MULTI-BOND ADHESIVE CHAPCO SAFE-SET 3. (71 F405 WALK-OFF MAT-OTHER ENTRANCES MATS INC. - LEGACY NOP BLACK WALNUT 983 FOOT GRILLE CLASS A T-MOBILE G.C. INSTALLATION: GLUE DOWN WITH MI MULTI-BOND ADHESIVE CHAPCO SAFE-SET 3. +.r.:117!r�"rj 1. PAINT, WALLCOVERING, AND WINDOW FINISH SCHEDULE RUSSELL M. ,A 46, BAUMANN FLAME SPREAD / • TEMPE, y TAG DESCRIPTION MANUFACTURER COLOR FINISH SMOKE FURNISHED BY INSTALLED BY NOTES AZ 0 No. 6155 c..0,* DEVELOPMENT ,i,? 1/07/2012 WALLS: EGGSHELL OF 00 P101 PAINT- INTERIOR FIELD COLOR BENJAMIN MOORE&COMPANY WHITE DIAMOND OC-61"S CEILING: FLAT CLASS A G.C. G.C. 0812S/2018 DOOR AND FRAMES: DTM LATEX SEMI-GLOSS P102 PAINT-TRAINING ROOM ACCENT WALL MATTHEWS PAINT EMPIRE PINK OVER MP55898,WHITE BASE COAT SATIN CLASS A G.C. G.C. MP86055 R149037 N SATIN V 1.0 P103 PAINT-TRAINING ROOM ACCENT WALL BENJAMIN MOORE&COMPANY PEONY 2079-30 WALLS: EGGSHELL CLASS A G.C. G.C. CONSULTING ENGINEER: • P104 PAINT-TOILET ROOM BENJAMIN MOORE&COMPANY INTENSE WHITE OC-51 SEMI-GLOSS CLASS A G.C. G.C. P201 PAINT-EXTERIOR BENJAMIN MOORE&COMPANY 1458 SILVER BELLS LOW LUSTRE CLASS A G.C. G.C. P202 PAINT- EXTERIOR-TRIM COLOR BENJAMIN MOORE&COMPANY PAPER DOLL CP-485 SEMI-GLOSS CLASS A G.C. G.C. W101 PANELS-WET AREA SURROUND MARLITE S 100G WHITE STANDARD FRP-SMOOTH SURFACE CLASS C G.C. G.C. TO 4'-0"A.F.F. UNLESS OTHERWISE NOTED. ^ W102 PANELS-TOILET ROOM SURROUND MARLITE S 490N LIGHT GREY STANDARD FRP-SMOOTH SURFACE CLASS C G.C. G.C. TO 4'-0"A.F.F. UNLESS OTHERWISE NOTED. /#\ DESCRIPTION DATE W201 CORNER GUARD-SALES AREA WALLGUARD WHITE DEFENDER SERIES 2325.1 - G.C. G.C. INSTALLATION: MANUFACTURER RECOMMENDED ADHESIVE. MOUNTED ABOVE WALL BASE.90° 1-1/2"CORNER GUARD,4'LENGTH m W202 CORNER GUARD-HALLWAY, RESTROOM, BACK OF HOUSE,TRAINING ROOM WALLGUARD ALUMINUM DEFENDER SERIES 2340 - G.C. G.C. INSTALLATION: MANUFACTURER RECOMMENDED ADHESIVE. MOUNTED ABOVE WALL BASE. 90°2"CORNER GUARD, 4'LENGTH W301 SECURITY FILM-CLEAR LLUMAR SCL SR PS7 .77"FILM THICKNESS G.C. G.C. TENSILE STRENGTH=31050 PSI W302 WINDOW FILM -OPAQUE AVERY DENNISON SC 900 OPAQUE SUPER CAST SERIES APPLIED TO INTERIOR SIDE FOR GLAZING W303 WINDOW FILM-CLEAR MADICO CLEAR 6 MIL, 1500 GRAFFITI FREE TENSILE STRENGTH 32,000 PSI. BREAK STRENGTH 450 POUNDS PER INCH W304 WINDOW FILM -CLEAR MADICO CLEAR .004"THICK,CL-400-XSR TENSILE STRENGTH 25,000 PSI TRIM FINISH SCHEDULE FLAME SPREAD ! E TAG DESCRIPTION MANUFACTURER PRODUCT COLOR SIZE SMOKE FURNISHED BY INSTALLED BY NOTES Ct DEVELOPMENT Q B101 RUBBER BASE-BACK OF HOUSE, HALLWAYS, MARKET LEARNING CENTER ROPPE TP 7P193 TPR RUBBER BASE BLACK-BROWN P193 1/8"THICK, HEIGHT:4"STD.TOE CLASS A G.C. G.C. DO NOT ORDER 4' PIECES E 120'CONTINUOUS ROLLS B201 WOOD BASE-SALES AREA PROVIDED BY FIXTURE WOOD BASE WITH RADIUS EDGE PAINTED P101 5 3/4"X 1" CLASS C T-MOBILE G.C. SEE A1/A571. CO _ MANUFACTURER PORCELAIN HAUT MONDEW E B301 TILE COVE BASE-TOILET ROOM DALTILE S-36C9T AMPLIFY BLACK 6"X 12" G.C. G.C. f-t 0 Q 1-- N('+�} WI CEILING FINISH SCHEDULE D E O 01 n FLAME SPREAD / E 11TAG DESCRIPTION MANUFACTURER PRODUCT STYLE COLOR SIZE SMOKE FURNISHED BY INSTALLED BY NOTES E DEVELOPMENT Z• CD fn Q W_ FINE FISSURED SECOND FINE FISSURED SECOND C101 LAY-IN ACOUSTICAL CEILING SYSTEM-SALES AREA, HALLWAY, BACK OF HOUSE ARMSTRONG LOOK 17610 LOOK WHITE 24"X 48"TEGULAR EDGE CLASS A G.C. G.C. ARMSTRONG PRELUDE XL 15/16"TEE GRID. 1— 0 0 C102 ACOUSTICAL CEILING SYSTEM- BACK OF HOUSE- REMODEL ONLY ARMSTRONG ARMATUFF 860 SQUARE LAY-IN - 24"X 48" CLASS A G.C. G.C. 16/16"TEE GRID. vzc CO z < E 24"X 24"ANGLED T W h C103 LAY-IN ACOUSTICAL CEILING SYSTEM-SALES AREA ARMSTRONG MESA 681 - WHITE TEGULAR EDGE, 3/4" CLASS A G.C. G.C. ARMSTRONG PRELUDE XL 15/16"TEE GRID. 1 t c J THICK Cl) LJ L c C104 CEILING TILE FOR SMOKE EVACUATION-SALES AREA ARMSTRONG METALWORKS MESH WELDED WIRE 10ELL WHITE 24"X 24" CLASS A G.C. G.C. #6415AM n Li_ (O 0 COrnCLILL GYP GYPSUM BOARD CEILING -PAINT FINISH SEE A551 AND SPECIFICATION SECTION 092900 ON SHEET A704 MDC STOREFRONT FINISH SCHEDULE CORP - RELO FLAME SPREAD 1 7647 TAG DESCRIPTION MANUFACTURER PRODUCT STYLE COLOR SIZE SMOKE FURNISHED BY INSTALLED BY NOTES DEVELOPMENT CONSTRUCTION DRAWINGS M101 BRAKE METAL-STOREFRONT SYSTEM SATIN ANODIZED FINISH CLEAR G.C. G.C. M102 BRAKE METAL-STOREFRONT SYSTEM CARDINALPAINT POLYESTER TGIC T009 POWDER COATING FULL T009-WH11 WHITE - - G.C. G.C. EXTERIOR DURABLE GLOSS DATE: 8/23/2018 SCALE: AS SHOWN M201 THERMAL-STOREFRONT SYSTEM KAWNEER TRIFAB VERSAGLAZE 451T #14 CLEAR 2"X 4 1/2" - G.C. G.C. DRAWN BY: LEO V. PROJECT No.: TMO422 M202 NON-THERMAL-STOREFRONT SYSTEM KAWNEER TRIFAB VERSAGLAZE 451 #14 CLEAR 2"X 4 1/2" - G.C. G.C. SHEET: M203 HURRICANE RESISTANT-STOREFRONT SYSTEM KAWNEER 1R 501 CENTERGLAZED #14 CLEAR 2 1/2"X 5" - G.C. G.C. A6 1 1 . . „, 1 2 3 4 1 2 3 4 • • • • •• 0it e ET DOOR SCHEDULE 1ELLEVU2920 SE ,Wth A9 00 BELLEVUE,WA 98006 www.t-mobile.com DOOR FRAME DETAILS FIRE DOOR # DESCRIPTION HARDWARE FURNISHED BY INSTALLED BY NOTES COPYRIGHT NOTICE: SIZE TYPE MATERIAL FINISH MATERIAL FINISH SILL JAMB HEAD RATING These drawings and specifications are copyrighted and subject to copyright protection as an"architectural work" 1 INTERIOR MALL ENTRY PAIR 3'-0"X 9'-0"X 112"(V.I.F.) E GLASS - - - -- - - - A14, L1 G.C. G.C. 1,2, 3, 4, 5, 22, 31 under sec. 102 of the copyright act, 17 U S C As amended January 2003. The protection includes, ., .. without limitation, the overall form, arrangement and RATED SERVICE/EXIT DOOR TO EXIT PASSAGEWAY composition of spaces, and elements of the design. 2 (EXISTING) 3'-O"X 7-0"X 1 3/4" K SOLID CORE P101 HOLLOW METAL P101 C2/A571 (E) (E) 60 MIN. A9, A13, C3, El, G2, H3 G.C. G.C. 3, 5, 6, 7, 8, 10, 21, 26, 31 Under such protection, unauthorized use of these drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. 3 BACK OF HOUSE 3'-0"X 7'-O"X 1 3/4" A HOLLOW METAL P101 HOLLOW METAL P101 B2/A571 B4/A541 C4/A541 - A8,A9, C3, E3, G1, H1, G.C. G.G. 7,21 KNOCK DOWN HOLLOW METAL 16 HOLLOW METAL 16 A8,A9, C3, E2, G1, H1, ARCHITECT: 4 INVENTORY ROOM 3'-0' X 7-0"X 1 3/4" A GAUGE MFR GAUGE MFR - 133/A541 C3/A541 - H2 L5 G.C. G.C. 10, 15, 16, 17, 18, 19 5 TOILET ROOM(S) 3'-O"X 7-0"X 1 3/4" A HOLLOW METAL P101 HOLLOW METAL P101 B2/A571 B2/A541 C4/A541 - A8,A9, C3,G2, H1, L6 G.C. G.C. 7,20 JLL Architecture, LLC 0 KNOCK DOWN 200 East Randolph Drive,Chicago,IL 60601 51 West 3rd,# 201, Tempe,AZ 85281 tel+1 480 626 6304 fax+1 480 401 3602 S r . . AL.ii. C. t� RUSSELL �' � 7.04r.x. ` BAUMANNM. t8 TEMPE, +-3 41 AZ • No. 6155 .� yy?)41/07/2012 OF O9 DOOR HARDWARE LEGEND ���g�018 ACCESSORIES CLOSERS ELECTRONIC HARDWARE GASKETS HINGES LOCKSET CONSULTING ENGINEER: Al PUSH/PULL BARS-ROCKWOOD BF 15847-1 A9 IVES 10 X 34 8400 KICK PLATE Cl LCN 6030 El SECURITECH TEL-210S* G1 IVES FS436 DOORSTOP H1 MCKINNEY TA2714 NRP 4.5 X 4.5 HINGE L1 BEST CYLINDER LOCK A2 INTERMEDIATE PIVOT-RIXSON#M19-OFFSET A10 IVES#20 SILENCERS C2 LCN 5010 E2 SECURITECH 4850-TTBG-37 5-POINT LOCK G2 IVES WS406 CCV DOORSTOP H2 HAGER 253**4 1/2"WIDE PIVOT HINGE L2 QMI CYLINDER SILVER SHUTTER CURTAIN - LOCK OUTSIDE A3 TOP PIVOT- RIXSON#180-OFFSET All TOP PIVOT-RIXSON 340 C3 LCN 4000 SERIES E3 TRILOGY DL2700IC-26D G3 DOOR SWEEP H3 HAGER BB1191 NRP HINGE L3 QMI CYLINDER SILVER SHUTTER CURTAIN- LOCK INSIDE-OUTSIDE A DESCRIPTION DATEA4 BOTTOM PIVOT-RIXSON#147-OFFSET Al2 CENTER HUNG PIVOT SET-RIXSON 370 C4 E4 SECURITECH DETEX V40-EB-HD-AL-REW-IC7-99 G4 H4 BOTTOM PIVOT-RIXSON#147-OFFSET L4 FALCON ND1OS RHODES PASSAGE LATCH SET A5 NATIONAL GUARD US32D, US28, US15 FINISH A13 IVES U696 PEEP HOLE C5 • E5 G5 H5 L5 FALCON T581 AVALON STOREROOM LOCKSET THRESHOLD °° A6 NATIONAL GUARD MILL FINISH THRESHOLD A14 CRL BRUSHED STAINLESS 48"EXTRA LENGTH C6 E6 G6 H6 L6 FALCON T301 AVALON PRIVACY LATCH SET LADDER STYLE BACK-TO-BACK PULL A7 NATIONAL GUARD CRL8010ADJ THRESHOLD C7 E7 G7 H7 L7 SCHLAGE D7OPD RHODES OFFICE LOCKSET A8 IVES SR-64 SILENCERS C8 E8 G8 H8 L8 NW D _1/ I_ 0 I \ r \ '\ r'% ' /, / \I`r -:7,',.:=1-1-'°-:,..;.::`.;,--,:—.,:4- t..-:..- .--.4.:., d"2 / \ ff% O `\ `;`r :r / `\ �� f `'' DOOR NOTES LEGEND Q �.— N ms _ ; W \7 0 hi \\ `\ // /,,r ) (/ ` \) 1. SIGNAGE BY G.C.;PROVIDE SIGNAGE ABOVE DOOR(S),SEE SHEET A502. f �.,f / I \ r / 2. POSTAL ADDRESS NUMBERS PER LANDLORD REQUIREMENTS. 0 z a �: / -` \ r / 3. ADA PANIC HARDWARE TO BE INSTALLED ON INSIDE WHEN REQUIRED BY LOCAL JURISDICTION. (/1 4. LOCKS SHALL BE KEY-OPERATED WITH INDICATOR TO BE READILY DISTINGUISHABLE AS LOCKED. vv�� T / / ` 0//: CLEAR TEMPERED 1/ / \ //// •.. •.,-•-�-=-j ' \ � / 5. WEATHER STRIPPING AND SWEEPS TO BE INSTALLED AS REQUIRED. 7 "" ` / i' GLAZING TYP. 6. EXISTING DOOR-VERIFY EXISTING HARDWARE MEETS REQUIREMENTS OF,OR IS EQUAL TO SPECIFIED Z �✓ LLI / / ,/, „ / ;Ali \ / // HARDWARE.REPLACE WITH SPECIFIED HARDWARE AS REQUIRED. O / / J,,! T T .///,'IN';''',/'''''', T1.-. ..:_,,. .+.,;.i...,,,,...,.„,..-„„:..... „ ;� T !% 7. KICK PLATE TO BE PROVIDED ON PUSH SIDE Q / / V I I `, / 8. VERIFY ALL EXISTING DOOR HARDWARE TO COMPLY WITH CURRENT CODE. I— r , a / O O O O 0 HARDWAREIDENNPURCHASEDMOVB AND INSTALLED BY G.C., DOOR EPEPOR BGEARED G.C.. GENERAL NOTES v �1.L Z 10. PROVIDE NON REMOVABLE PINS(HRP), PIANO TYPE HINGE OR GEARED HINGE(ROTON)AS APPROVED TF ��'`' Z BY T-MOBILE ON IN SWINGING DOOR. Z �s < 11. ROLL DOWN SHUTTER SHALL BE OPERABLE FROM INSIDE WITHOUT THE USE OF A KEY OR SPECIAL A. HARDWARE FINISHES SHALL BE SATIN CHROME 626 UNLESS NOTED OTHERWISE. �/ KNOWLEDGE OR EFFORT WHILE THE SPACE IS OCCUPIED. Ce 12. SHUTTER SHALL REMAIN SECURED IN THE FULL OPEN POSITION DURING THE PERIOD OF OCCUPANCY B. ALL LOCKSETS AND LATCH SETS SHALL BE LEVER HANDLES 22”MIN. C. VERIFY ALL EXISTING DOOR HARDWARE TO COMPLY WITH CURRENT CODE.SHALL NOT REQUIRE r� BY THE GENERAL PUBLIC. V J LO n/ GLASS VISION 1 TIGHT GRASPING,TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.VERIFY EXISTING DOOR Zt° (J� J' )' 13. MAX SHUTTER SIZE: 160 SF OR 150"HIGH. HANDLES, PULLS,LATCHES,LOCKS AND OTHER OPERATING DEVICES ARE INSTALLED BETWEEN 34"- 14. PROVIDE RISER AS REQUIRED FOR CARPET INSTALLATION. n \ \ \ PANEL \ \ `—i 15. PROVIDE LATCH GUARD USE"BG"GUARD PLATE. 48"AFF. Q / \ \ \ \ - D. G.C.TO PURCHASE AND INSTALL CORES PER HARDWARE SCHEDULE FROM T-MOBILE'S VENDOR AT rr� nn Q /,'A / ;f );:/\ \ f--TAMPER PROOF \ \ 16. PROVIDE 5 1/2"THROAT. TIME OF STORE TURNOVER. V J L.L.. 1 / \ % \ VIEWER \ ' \ 17. VERTICALLY STIFFED HOLLOW METAL DOOR RECOMMENDED FOR SECURITY AND EASE OF E. AT EXISTING DOORS TO REMAIN,VERIFY THAT EXISTING DOOR AND HARDWARE MEETS OR EXCEEDS / \ \ \ INSTALLATION. THE REQUIREMENTS OF THESE SPECIFICATIONS. REPLACE AS REQUIRED. 18. LOCK HARDWARE PURCHASED AND INSTALLED BY G.C.THROUGH APPROVED VENDOR,SECURITY/ \ \ \ �`I 1' [ SOURCE. F. DOORS WITH CLOSERS SHALL COMPLY WITH THE FOLLOWING: \ 1. 5LBF MAXIMUM FORCE FOR OPENING DOORMDCi�� > > > > �/ 19. MOUNT AT UPPER CORNER OF DOOR AND JAMB. 2. FROM AN OPEN POSITION OF 70°,DOOR SHALL TAKE AT LEAST 3 SECONDS TO MOVE TO A POINT 3\ / LOUVER VENT 20. PROVIDE APPROPRIATE RESTROOM SIGNAGE,SEE SHEET A502. CORP - RELO / / / 21. LOCK HARDWARE PURCHASED AND INSTALLED BY SECURITY SOURCE(VENDOR),DOOR PREP BY G.C.. INCHES FROM THE LATCH,MEASURED TO THE LEADING EDGE OF THE DOOR. \ / / Q / / G. DOORS/FRAMES SHALL BE"TIMELY"(OR EQUAL)FACTORY FINISH TO MATCH P101.22. ORDER 6"BOTTOM BAR WITH 60°BEVEL(ALTERNATE OPTION: 10"BOTTOM BAR),7-PIN KEYED i'' \ / I, / 'n / H. LEVER SETS TO BE FALCON GRADE 1 WITH INTERCHANGEABLE CORES.T-SERIES OR APPROVE7647 D FCYLINDERS(CONSTRUCTION CORES)WITH THUMBTURNS ON INSIDE,AND PATCH HINGES WITH DOOR.\ / I j � / / EQUAL LEVER TO BE AVALON STYLE. 23. PROVIDE LOUVRE VENT IN DOOR U.O.N.SEE MECHANICAL SHEETS. 'f ;r,' / / / / I. SECURITECH TRIDENT EXIT DEVICES SUPPLIED BY LP NETWORK INC.,DBA SECURITY SOURCE(888) \'T \v/ vT / / / '� 24. G.G.TO PAINT 4 INCH"NO STORAGE"ON DOOR. 836 2137 \- 25. PROVIDE IC-7PIN MORTISE HOUSING AND INSTAKEY CORE. CONSTRUCTIONI DRAWINGS I O © O 0 0 0 26. TAMPER PROOF PEEP HOLE AS REQUIRED-WIDE ANGLE SET AT 60"A.F.F.UL LISTED FOR 90 MINUTE J. EXIT DOORS SHALL BE READILY T.THE NE FROM THE EGRESS SIDE,WITHOUT THE USE OF A KEY OR - FIRE DOOR. NO PEEP HOLES ON EXTERIOR DOORS, SPECIAL KNOWLEDGE OR EFFORT.THE UNLATCHING OF ANY EXIT DOOR SHALL NOT REQUIRE MORE 27. SELF-LATCHING LOCK HARDWARE PURCHASED AND INSTALLED THROUGH SECURITY SOURCE THAN ONE OPERATION. INSTALL ALL PANIC HARDWARE PER PLANS. 114"CLEAR TEMPERED 1/4"CLEAR TEMPERED (VENDOR)BY G.C.. DOOR PREP BY G.C.. GLASS U.O.N. GLASS U.O.N. 28. SUPPLY COMPLETE EXIT DEVICE PART NUMBER BASED ON DOOR SIZE AS REQUIRED.36"DOOR=36, DATE: 8/23/2018 NARROW STILE=NS, DOUBLE DOOR=94. FOR NARROW STILE,ADD NARROW STILE KIT#101879-1. SCALE: AS SHOWN 29. BOTTOM RAIL TO BE 10"MINIMUM. DOOR TYPES 30. PROVIDE ADDITIONAL INTERMEDIATE PIVOT FOR DOORS 8'-O"AND TALLER. DRAWN BY: LEO V. A 1 31. DO NOT PROVIDE HOLD OPEN DEVICE ON DOOR IF TACTILE SIGNAGE IS MOUNTED TO DOOR. PROJECT No.: TMO422 SHEET: A621 1 1 2 3 4 1 I 2 I 3 I 4 Mobile IT • DIVISION 0 - CONTRACT REQUIREMENTS DIVISION 2 - EXISTING CONDITIONS DIVISION 3 - CONCRETE, CONT. DIVISION 5 - METALS, CONT. 12920 BE 38th STREET BELLEVUE,WA 98006 007200 GENERAL CONDITIONS 024119 SELECTIVE DEMOLITION 3. WATER: CLEAN, POTABLE 2. DESIGN SYSTEM TO ACCOMMODATE BUILDING DEFLECTION, DYNAMIC BUILDING www.t-mobile.com A. UNLESS OTHERWISE AGREED UPON BY CONTRACTOR AND T-MOBILE, IN PART OR IN A. DEMOLISH IN AN ORDERLY AND CAREFUL MANNER AS REQUIRED TO ACCOMMODATE THE 4. PREPARATION MOVEMENT,AND TEMPERATURE VARIATIONS WITHOUT DAMAGE TO SYSTEM WHOLE,THE"GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION,"AIA WORK.WHERE DEMOLITION EXCEEDS THAT INDICATED,VERIFY SUCH DEMOLITION WITH A. CLEAN SURFACES THOROUGHLY PRIOR TO INSTALLATION. COMPONENTS. DOCUMENT A201, 1997 EDITION, SHALL GOVERN THE WORK. THE ARCHITECT PRIOR TO PROCEEDING. B. PREPARE SURFACES USING THE METHODS RECOMMENDED BY THE MANUFACTURER FOR 3. CONFIGURATION: COPYRIGHT NOTICE: B. PROTECT EXISTING STRUCTURAL MEMBERS. CONTACT THE ARCHITECT PRIOR TO ACHIEVING THE BEST RESULT FOR THE SUBSTRATE UNDER THE PROJECT CONDITIONS. a. PROVIDE FRAMING OF DEPTH INDICATED ON THE DRAWINGS. These drawings and specifications are copyrighted and MODIFYING STRUCTURAL MEMBERS BEYOND THE EXTENT INDICATED. CEASE OPERATIONS 5. INSTALLATION b. WHERE STUD GA IS INDICATED ON THE DRAWINGS, PROVIDE STUDS OF INDICATED OR subject to copyright protection as an"architectural work" AND NOTIFY THE ARCHITECT IMMEDIATELY IF CONTINUED DEMOLITION OPERATIONS MIGHT A. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. HEAVIER GA. under sec. 102 of the copyright act, 17 U.S.C. As ENDANGER THE EXISTING STRUCTURE. B. PREVENT DAMAGE TO AND SOILING OF ADJACENT WORK. c. WHERE STUD SPACING IS INDICATED ON THE DRAWINGS, PROVIDE ADDITIONAL STUDS amended January 2003 The protection includes, wC. DURING DEMOLITION OPERATIONS, NOTIFY THE ARCHITECT OF ALL CONDITIONS WHICH C. NEW CONCRETE: APPLY CURE-SEAL-HARDENER TO NEW CONCRETE AS SOON AS THE • OR CLOSER SPACING AS NECESSARY TO MEET DESIGN REQUIREMENTS. composition limitation, the overallndform, is of the arrangement and composition of spaces, and elements of the design. DIFFER SUBSTANTIALLY FROM THOSE INDICATED, SPECIFIED, OR EXPECTED. NOTIFY THE CONCRETE IS FIRM ENOUGH TO WORK ON AFTER TOWELING, EXCEPT ON COLORED d. IN ADDITION TO COLD FORMED METAL FRAMING, PROVIDE ADDITIONAL STRUCTURAL Under such protection, unauthorized use of these ARCHITECT IF PREVIOUSLY UNKNOWN OPERATIONAL, OR POTENTIALLY OPERATIONAL CONCRETE WAIT MINIMUM OF 30 DAYS. STEEL MEMBERS AS REQUIRED TO SUPPORT THE LOADS IMPOSED. drawings and specifications may result in cessation of construction,building seizure,and/or monetary liability. DIVISION 1 - GENERAL REQUIREMENTS ELEMENTS,ARE UNCOVERED DURING DEMOLITION OPERATIONS. PERFORM NO D. SPRAY ON AT RATE OF 200 SQUARE FEET PER GALLON C. QUALITY ASSURANCE: DEMOLITION IN SUCH AREAS, UNLESS APPROVED BY THE ARCHITECT. E. KEEP SURFACES WET WITH CURE-SEAL HARDENER FOR MINIMUM SOAK-IN PERIOD OF 30 1. USE ONLY CERTIFIED WELDERS. D. PROVIDE TEMPORARY SHORING AS REQUIRED TO SUPPORT EXISTING CONSTRUCTION MINUTES WITHOUT ALLOWING DRYING OUT OR BECOMING SLIPPERY. IN HOT WEATHER, 2. CALCULATE STRUCTURAL PROPERTIES OF FRAMING MEMBERS IN ACCORDANCE WITH 011000 SUMMARY AGAINST MOVEMENT OR OVERLOAD DURING DEMOLITION OPERATIONS, UNTIL PERMANENT SLIPPERINESS MAY APPEAR BEFORE THE 30 MINUTE TIME PERIOD HAS ELAPSED. IF THAT THE AISI "SPECIFICATION FOR THE DESIGN OF COLD FORMED STEEL MEMBERS". ARCHITECT: A. THIS SPECIFICATION IDENTIFIES REQUIREMENTS FOR SEVERAL PROJECTS,AND MAY SUPPORTS ARE IN PLACE. OCCURS,APPLY MORE CURE-SEAL-HARDENER AS REQUIRED TO KEEP ENTIRE SURFACE IN 3. STRUCTURAL DESIGN: STRUCTURAL DESIGN OF THE FRAMING SYSTEM SHALL BE BY A CONTAIN ELEMENTS WHICH DO NOT APPLY TO THIS PARTICULAR PROJECT. REFER TO THE E. EXCEPT WHERE NOTED OR SPECIFIED OTHERWISE,TAKE POSSESSION OF MATERIALS A NON-SLIPPERY STATE FOR THE FIRST 15 MINUTES. FOR THE REMAINING 15 MINUTES, STRUCTURAL ENGINEER LICENSED TO PRACTICE IN THE STATE WHERE THE PROJECT JLL Architecture, LLC DRAWINGS TO DETERMINE WHETHER THE SPECIFIED ELEMENT APPLIES TO THIS PROJECT. BEING DEMOLISHED,AND IMMEDIATELY REMOVE FROM SITE. DO NOT OVERLOAD EXISTING MIST THE SURFACE AS NEEDED WITH WATER TO KEEP THE MATERIAL IN A NON-SLIPPERY IS LOCATED. c,) B. COMPLY WITH CODES, ORDINANCES, RULES, REGULATION, ORDERS AND OTHER LEGAL CONSTRUCTION TO REMAIN WITH DEMOLISHED MATERIALS. STATE. 4. REGULATORY REQUIREMENTS: REQUIREMENTS OF PUBLIC AUTHORITIES WHICH GOVERN THE PERFORMANCE OF THE F. CAREFULLY REMOVE, STORE,AND PROTECT ALL MATERIALS AND COMPONENTS TO BE F. AFTER THIS PERIOD, WHEN TREATED SURFACE BECOMES SLIPPERY, LIGHTLY MIST WITH a. FRAMING SYSTEM SHALL MEET THE REQUIREMENTS OF THE JURISDICTIONAL CODE 200 East Randolph Drive,Chicago,IL 60601 WORK. REUSED. WATER UNTIL SLIPPERINESS DISAPPEARS. AUTHORITIES. 51 West 3rd,#201,Tempe,AZ 85281 C. DEFINITIONS: G. WHERE POSSIBLE WITHOUT DAMAGE, REMOVE, STORE,AND PROTECT EXISTING G. WAIT FOR THE SURFACE TO BECOME SLIPPERY AGAIN AND THEN FLUSH ENTIRE SURFACE b. FURNISH ALL CALCULATIONS, ENGINEER'S STAMPS, DRAWINGS,AND OTHER ITEMS 1. LANDLORD: MALL DEVELOPER OR BUILDING OWNER. MATERIALS AND COMPONENTS NOT NOTED FOR REMOVAL,WHICH IF REMOVED, WOULD WITH WATER REMOVING ALL RESIDUE OF CURE-SEAL-HARDENER. REQUIRED BY THE CODE AUTHORITIES TO OBTAIN APPROVAL OF THE INSTALLATION. tel+1 480 626 6304 2. T-MOBILE: T-MOBILE OR T-MOBILES REPRESENTATIVE (JLL), TENANT. FACILITATE THE NEW CONSTRUCTION AND RECONDITIONING. H. SQUEEGEE SURFACE COMPLETELY DRY, FLUSHING ANY REMAINING SLIPPERY AREAS D. COMPONENTS: fax+1 480 401 3602 3. USE OF PREMISES: COORDINATE WITH T-MOBILE. H. CAREFULLY REMOVE, PROTECT,AND TURN OVER AS DIRECTED, MATERIALS AND UNTIL NO RESIDUE REMAINS. 1. COLD FORMED LIGHT-GA STEEL FRAMING:ASTM A653;TYPES AS INDICATED ON THE 4. SPECIAL WORK REQUIREMENTS(INCLUDING ALLOWABLE TIMES FOR WORK): COMPONENTS CLAIMED BY T-MOBILE FOR SALVAGE. PRIOR TO DEMOLITION, CONTACT THE I. WET VACUUM OR SCRUBBING MACHINES MAY BE USED TO REMOVE RESIDUE, PROVIDED STRUCTURAL DRAWINGS;060 GALVANIZED COATING. COORDINATE WITH T-MOBILE. T-MOBILE TO DETERMINE WHICH ITEMS WILL BE CLAIMED. MANUFACTURER'S INSTRUCTIONS ARE FOLLOWED. 2. SCREWS:ASTM C954; SELF-DRILLING, SELF-TAPPING; PAN HEAD; GALVANIZED OR 5. WORK PERFORMED BY T-MOBILE UNDER SEPARATE CONTRACTS(F010): COORDINATE I. WHERE CUT EDGES OF THE EXISTING CONSTRUCTION WILL BE VISIBLE IN THE COMPLETED FLUOROPOLYMER COATED STEEL. WITH T-MOBILE. WORK, CUT IN UNIFORM STRAIGHT LINES. CONCRETE AND MASONRY SHALL BE SAW CUT 035416 HYDRAULIC CEMENT UNDERLAYMENT 3. ZINC RICH TOUCH-UP PAINT:"GALV-WELD,""GALVICAN,""ZRC COLD GALVANIZED 6. T-MOBILE FURNISHED CONTRACTOR INSTALLED(FOIC) ITEMS:COORDINATE WITH OR CORE DRILLED. A. SUMMARY: COMPOUND,"OR APPROVED. ,4:0111111111111Filli T-MOBILE. J. REPAIR ALL DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED,AT NO ADDITIONAL 1. CEMENTITIOUS UNDERLAYMENTS AS NECESSARY FOR LEVELING OF NEW OR EXISTING E. INSTALLATION: 7. APPLICATIONS FOR PAYMENT: COORDINATE WITH T-MOBILE. COST TO T-MOBILE. CONCRETE FLOOR SUBSTRATES,AS NECESSARY TO MEET SPECIFIED TOLERANCES. 1. INSTALL LIGHT GA STRUCTURAL FRAMING IN ACCORDANCE WITH ASTM C1007, UNLESS 8. REQUESTS FOR INTERPRETATION (RFIS): RFIS SHALL BE SUBMITTED TO T-MOBILE'S K. UTILITY LINE DEMOLITION: 2. CEMENTITIOUS TOPPINGS AS NECESSARY FOR LEVELING NEW OR EXISTING SLABS AT INDICATED OR SPECIFIED OTHERWISE,AND AS INDICATED ON THE DRAWINGS. REPRESENTATIVE WHO WILL CONTACT THE ARCHITECT ON AN AS-NEEDED BASIS. 1. VERIFY LOCATIONS OF EXISTING UTILITIES PRIOR TO DEMOLITION. LOCATIONS INDICATED TO RECEIVE CONCRETE SEALER ONLY. 2. SCREW OR WELD EACH JOINT.WELDS SHALL BE IN ACCORDANCE WITH AWS D1.3. 9. "PROVIDE"MEANS TO FURNISH, FABRICATE, DELIVER, INSTALL AND ERECT,AND 2. ABANDONED UNDER-SLAB CONDUIT SHALL BE CUT OFF BELOW THE FINISHED 3. RAMPS AND TAPERS AS NECESSARY TO ALIGN LEVELS BETWEEN DISSIMILAR FINISHES. 3. METAL FRAMING MEMBERS SHALL BE SAW OR SHEAR CUT. NO TORCH CUTTING IS CONNECT, INCLUDING ALL LABOR, MATERIALS, EQUIPMENT,APPARATUS, SURFACE LINE, AND ALL CONDUCTORS SHALL BE REMOVED. PATCH AND FILL THE B. ENVIRONMENTAL REQUIREMENTS" PERMITTED. �,. .‘aj► r:a APPURTENANCES AND EXPENSES NECESSARY TO COMPLETE IN PLACE, READY FOR OPENING FLUSH WITH THE FINISH. 1. MAINTAIN SURFACE AND AMBIENT TEMPERATURE OF BETWEEN 50 AND 80 DEGREES F 4. CONSTRUCT CORNERS WITH A MINIMUM OF 3 STUDS PER CORNER. OPERATION AND USE, UNDER THE TERMS OF THE CONTRACT DOCUMENTS. 3. ABANDONED ELECTRICAL CONDUCTORS SHALL BE REMOVED BACK TO THE BRANCH FOR 24 HOURS BEFORE, DURING,AND 24 HOURS AFTER UNDERLAYMENT 5. FRAME BOTH SIDES OF EXPANSION AND SEISMIC JOINTS. DO NOT BRIDGE JOINTS WITH RUSSELL M. �r,�j 10. "AS SHOWN","AS DETAILED","AS INDICATED"OR WORDS OF SIMILAR IMPORT MEAN AS CIRCUIT PANEL, UNLESS INDICATED OTHERWISE.ABANDONED CONDUIT WHICH IS INSTALLATION. SYSTEM COMPONENTS OR ACCESSORIES. BAUMANN el INDICATED ON THE DRAWINGS. EXPOSED AND READILY ACCESSIBLE SHALL BE REMOVED. LEAVE ABANDONED 2. KEEP TRAFFIC OUT OF AREA IN WHICH UNDERLAYMENT IS BEING APPLIED OR CURED. 6. PROVIDE FRAMING AS REQUIRED TO FORM SOLID BACKING FOR ALL EDGES OF p., 11. "APPROVED EQUAL", "OR EQUAL", "OR APPROVED EQUAL"MEANS AS APPROVED AND CONDUIT WHICH IS CONCEALED IN EXISTING CONSTRUCTION TO REMAIN. C. SELF-LEVELING UNDERLAYMENT SYSTEM: SELF-LEVELING, POURABLE, CEMENT BASED SHEATHING,AND TRIM ACCESSORIES. 0 AZ TEMPS, ■ ACCEPTED BY THE ARCHITECT AS DEFINED IN SECTION 01600 OF THE SPECIFICATIONS. 4. ABANDONED UNDER-SLAB PIPING SHALL BE REMOVED AND CUT OFF FLUSH WITH THE MATERIAL, MINIMUM 28 DAY COMPRESSIVE STRENGTH 2,000 PSI; MINIMUM BOND 7. TOLERANCES: No. 6155 .f ` 12. "SHALL"IS MANDATORY. FLOOR LINE. PATCH FLUSH WITH THE FLOOR. STRENGTH 200 PSI; ONE OF THE FOLLOWING AS RECOMMENDED BY MANUFACTURER FOR a. PLUMBNESS: PLUMB WITHIN 1/8 INCH IN 10 FEET. 11/07/2012 (9 5. ABANDONED PIPING WHICH IS EXPOSED AND READILY ACCESSIBLE SHALL BE CONDITIONS, OR APPROVED. b. LOCATION: LOCATED WITHIN 1/4 INCH OF THE REQUIRED LOCATION. 013119 PROJECT MEETINGS REMOVED. LEAVE ABANDONED PIPING WHICH IS CONCEALED IN EXISTING 1. MAPEI CORPORATION"ULTRAPLAN 1 PLUS"OR"NOVOPLAN 2 PLUS." c. ALIGNMENT: STUD AND RUNNER FACES TO RECEIVE FINISH MATERIALS SHALL NOT VARY OF C. A. PROJECT MEETINGS BETWEEN T-MOBILE AND CONTRACTOR WILL BE SCHEDULED BY CONSTRUCTION TO REMAIN. CAP ALL EXPOSED ENDS. 2. ARDEX INC. "K-15" SELF-LEVELING UNDERLAYMENT CONCRETE GREATER THAN 1/8 INCH FROM THE REQUIRED PLANE, WITH NO ABRUPT JOGS OR T-MOBILE 6. INDICATE LOCATION OF DISCONNECTED UTILITIES ON THE PROJECT RECORD 3. LATICRETE INTERNATIONAL, INC. "LATICRETE 86 LATILEVEL THIN POUR BREAKS IN PLANE. 08/29/218 B. ARCHITECT'S ATTENDANCE WILL BE UPON WRITTEN REQUEST OF T-MOBILE'S DRAWINGS AS SPECIFIED IN DIVISION 01. UNDERLAYMENT." d. LEVEL: LEVEL WITHIN 1/8 INCH IN 10 FEET. REPRESENTATIVE. L. LEAVE SITE IN A CONDITION ACCEPTABLE TO T-MOBILE AT ALL TIMES. REMOVE D. TROWELABLE UNDERLAYMENT SYSTEM:AS RECOMMENDED BY MANUFACTURER FOR 8. ERECT STUDS IN ONE PIECE FULL LENGTH. SPLICING AND WIRE TYING OF FRAMING DEMOLISHED MATERIALS FROM SITE DAILY AS WORK PROGRESSES. DO NOT OVERLOAD CONDITIONS, OR APPROVED: COMPONENTS SHALL NOT BE USED. 014000- PROJECT COORDINATION EXISTING STRUCTURE WITH DEMOLISHED MATERIALS. 1. MAPEI CORPORATION "MAPACEM 100" OR"PLANITOP 11". 9. TOUCH-UP FIELD WELDS AND SCRATCHED OR DAMAGED GALVANIZING WITH ZINC RICH CONSULTING ENGINEER: A. THE G.C. SHALL BE RESPONSIBLE FOR ALL PROJECT COORDINATION. COORDINATE THE M. REMOVAL OF BONDED FLOOR FINISHES: 2. ARDEX INC. "SD-P" FAST-SETTING UNDERLAYMENT. PAINT. WORK OF ALL SUBCONTRACTORS IN CONJUNCTION WITH T-MOBILE'S CONTRACTORS AND 1. SCRAPE, GRIND AND OTHERWISE REMOVE EXISTING FLOOR FINISH AND BONDING 3. LATICRETE INTERNATIONAL, INC."LATICRETE 220 MEDIUM BED MORTAR"MIXED WITH 10. ATTACH CROSS STUDS OR FURRING CHANNELS TO STUDS FOR ATTACHMENT OF WALL VENDORS. MATERIALS AS NECESSARY TO RECEIVE NEW FLOOR FINISHES. "LATICRETE 3701 LATEX MORTAR ADMIX." MOUNTED ITEMS. B. PREPARE DETAILED SCHEDULE OF OPERATIONS OF ALL SUBCONTRACTORS ON THE 2. PREPARED SURFACE SHALL PRESENT A UNIFORM FLAT SURFACE READY TO RECEIVE E. CEMENTITIOUS TOPPINGS: FOR CONCRETE SURFACES AT LOCATIONS INDICATED TO 11. INSTALL FRAMING BETWEEN STUDS FOR ATTACHMENT OF ELECTRICAL BOXES AND PROJECT AND MONITOR SCHEDULES AS WORK PROGRESSES. THE NEW FLOOR FINISHES FREE OF TELEGRAPHING AND OTHER SURFACE RECEIVE CONCRETE SEALER OR NOT OTHERWISE COVERED BY FLOORING MATERIAL; ONE OTHER MECHANICAL AND ELECTRICAL ITEMS. C. REPORT NON-COMPLIANCE TO ARCHITECT,WITH RECOMMENDATION TO REMEDY. IRREGULARITIES. OF THE FOLLOWING OR APPROVED: F. FIELD QUALITY CONTROL: D. MAINTAIN COST ACCOUNTING RECORDS FOR AUTHORIZED WORK PERFORMED,ACTUAL 3. SLOPE SHALL NOT TO EXCEED 1/8"IN 10 FEET.THE FLOOR STRUCTURE MUST HAVE 1. SELF-LEVELING TYPES: 1. THE COLD FORMED METAL FRAMING DESIGN ENGINEER OR HIS AUTHORIZED COSTS FOR LABOR AND MATERIALS, AND OTHER WORK REQUIRING ACCOUNTING LESS THAN 1/64"PER FOOT DEFLECTION IN ORDER TO ACCEPT TENANT'S FLOOR a. MAPEI CORPORATION"ULTRATOP" SELF-LEVELING ABRASION-RESISTANT TOPPING. REPRESENTATIVE SHALL VISIT THE SITE TO INSPECT THE WORK.VERIFY AND CERTIFY RECORDS. FINISHES. b. ARDEX INC. "K-500"SELF-LEVELING CONCRETE TOPPING. THAT FRAMING SIZES AND MATERIALS ARE AS REQUIRED, THAT CONNECTIONS ARE E. REVIEW SUBCONTRACTOR'S REQUESTS FOR CHANGES AND FOR SUBSTITUTIONS; SUBMIT 1. FILL EXCESSIVE VOIDS OR VARIATIONS GREATER THAN IN THE SUBFLOOR 1/8" IN 10"AS 2. TROWELABLE TYPES: PROPERLY EXECUTED,AND THAT STRUCTURAL INTEGRITY OF MATERIALS HAS BEEN RECOMMENDATIONS TO T-MOBILE CONSTRUCTION PROJECT MANAGER AND PROCESS SPECIFIED IN DIVISION 03. a. MAPEI CORPORATION"MARECEM 100"FAST-SETTING TOPPING MORTAR MAINTAINED. / \ DESCRIPTION DATE CHANGE ORDERS. 2. NEW FLOOR FINISHES SHALL NOT BE INSTALLED OVER EXISTING FLOOR FINISH b. ARDEX INC."CD"SELF-DRYING CONCRETE DRESSING. F. PERMITS AND FEES: VERIFY THAT SUBCONTRACTORS HAVE OBTAINED ALL PERMITS MATERIALS UNLESS APPROVED OTHERWISE. F. ACCESSORIES: FURNISH PRIMERS, PATCHING COMPOUNDS,AND SAND FILLERS AS REQUIRED FOR INSPECTIONS AND TEMPORARY FACILITIES. RECOMMENDED BY THE UNDERLAYMENT MANUFACTURER FOR THE CONDITIONS OF THE G. INTERPRETATIONS OF CONTRACT DOCUMENTS: CONSULT WITH ARCHITECT TO OBTAIN PROJECT. m INTERPRETATIONS.ASSIST IN RESOLUTION OF QUESTIONS WHICH ARISE.TRANSMIT G. PREPARATION: WRITTEN INTERPRETATIONS TO CONCERNED PARTIES. 1. THOROUGHLY MIX UNDERLAYMENT MATERIALS FOR EACH TYPE OF PRODUCT IN PROPER PROPORTIONS TO ACHIEVE SMOOTH HOMOGENEOUS MIX, FREE OF LUMPS. SECTION 014500-QUALITY CONTROL 2. WITH THE EXCEPTION OF AREAS WHERE LEVELING CAN BE ACCOMPLISHED BY USE OF A. STANDARDS: COMPLY WITH INDUSTRY STANDARDS EXCEPT WHEN MORE RESTRICTIVE LATEX UNDERLAYMENT,AS SPECIFIED IN OTHER SECTIONS, INSTALL CEMENTITIOUS TOLERANCES OR SPECIFIED REQUIREMENTS INDICATE MORE RIGID STANDARDS OR MORE DIVISION 3 - CONCRETE UNDERLAYMENT TO CONCRETE SLABS AS INDICATED ON THE DRAWINGS,AND AS DIVISION ISION 6 - WOOD AND PLASTIC PRECISE WORKMANSHIP. NECESSARY TO LEVEL SLABS OR BRING SUBSTRATES TO PROPER ELEVATION. B. PERFORM ALL WORK TO MEET OR EXCEED THE REQUIREMENTS OF ALL APPLICABLE 030133 CONCRETE SLAB PATCHING 3. INSPECT FLOOR TO VERIFY THAT DEMOLITION IS COMPLETE TO THE POINT WHERE 061000 ROUGH CARPENTRY CODES, ORDINANCES, LAWS, REGULATIONS,SAFETY ORDERS,AND DIRECTIVES FROM WORK MAY PROGRESS. A. QUALITY ASSURANCE: PERFORM WORK IN ACCORDANCE WITH ACI 301,AS APPLICABLE. A. DIMENSION LUMBER: AUTHORITIES HAVING JURISDICTION OVER THE WORK. 4. SURVEY FLOOR AS NECESSARY TO SET SCREEDS AND REFERENCE POINTS. IDENTIFY C. PERFORM WORK WITH PERSONS QUALIFIED TO PRODUCE WORKMANSHIP OF SPECIFIED B. CONCRETE MATERIALS: CONSTRUCTION JOINTS. PREPARE FOR UNDERLAYMENT AT ALL LOCATIONS WHERE 1. LUMBER SHALL BE MANUFACTURED IN ACCORDANCE WITH PS 20,AND SHALL BE QUALITY. 1. CEMENT:ASTM C150, NORMAL-TYPE 1 PORTLAND CEMENT; GRAY COLOR. FLOOR DOES NOT MEET SPECIFIED TOLERANCE REQUIREMENTS. STAMPED AND GRADED IN ACCORDANCE WITH SPIB,WWPA, WCLIB, OR NLGA GRADING 2. NORMAL WEIGHT FINE AND COARSE AGGREGATES:ASTM C33 RULES. D. INSTALL PRODUCTS IN ACCORDANCE WITH THE MANUFACTURER/RECOMMENDATIONS. 3. ACCELERATOR:ASTM C 494,TYPE C OR E, NON-CORROSIVE, NON-CHLORIDE. 5. ENSURE THAT SUBFLOOR IS CLEAN, DRY, HARD, SOUND,AND FREE OF OILS, OR OTHER 2. MOISTURE CONTENT: KILN DRIED TO 19% MAXIMUM MOISTURE CONTENT, EXCEPT FOR WHERE CONFLICT BETWEEN MANUFACTURER/RECOMMENDATIONS AND THE SPECIFIED C. CONCRETE MIX: IN ACCORDANCE WITH ASTM C94, MINIMUM 3000 PSI 28 DAY COMPRESSIVE SUBSTANCE THAT WOULD AFFECT PROPER BONDING AND CURING. MATERIAL WHOSE LEAST DIMENSION IS 4 INCHES THICK OR GREATER. REQUIREMENTS IS DISCOVERED, NOTIFY THE ARCHITECT IMMEDIATELY. STRENGTH. 6. VERIFY THAT ALL AREAS TO BE LEVELED ARE AT OR BELOW FINAL DESIGN ELEVATION. 3. SPECIES: SOUTHERN PINE, HEM FIR, SPRUCE-PINE-FIR(SPF), OR DOUGLAS FIR LARCH, D. REINFORCING: GRIND DOWN HIGH SPOTS AS NECESSARY TO MEET SPECIFIED TOLERANCE UNLESS INDICATED OR SPECIFIED OTHERWISE. 015000 TEMPORARY FACILITIES AND CONTROL REQUIREMENTS. UJ 1. REINFORCING STEEL;ASTM C615, GRADE 40, UNLESS INDICATED OTHERWISE. 4. ARCHITECTURAL LUMBER GRADES: UNEXPOSED NON-STRUCTURAL WOOD FRAMING A. ALL TEMPORARY FACILITIES AND CONTROLS, INCLUDING THE FOLLOWING,ARE TO BE 2. CHAIRS, BOLSTERS, BAR SUPPORTS,AND SPACERS: SIZED AND SHAPED FOR 7. SET SCREEDS, MARKERS,AND REFERENCE BLOCKS. SET SCREEDS AT ALL AND BLOCKING INDICATED ON THE ARCHITECTURAL DRAWINGS SHALL BE GRADED AS Et COORDINATED ENTIRELY WITH T-MOBILE. STRENGTH AND SUPPORT OF REINFORCEMENT DURING INSTALLATION AND CONSTRUCTION AND CONTROL JOINTS TO ESTABLISH WEAKENED PLANE JOINTS IN FOLLOWS: 1. TEMPORARY UTILITIES, INCLUDING ELECTRICITY, LIGHTING, HEATING AND UNDERLAYMENT. PLACEMENT OF CONCRETE. a. BLOCKING AND NAILERS:"UTILITY-LIGHT FRAMING,"OR BETTER. VENTILATION,WATER AND TELEPHONE. 3. FABRICATE AS INDICATED AND IN ACCORDANCE WITH ACI 315. 8. APPLY PRIMER TO ALL AREAS TO RECEIVE UNDERLAYMENT AND TOPPINGS; REPEAT B. PANEL MATERIALS: 2. DUST CONTROL. APPLICATION IF NECESSARY TO ACHIEVE PROPER BUILD. 4. DOWEL INTO EXISTING SLAB AT MINIMUM 18 INCHES ON CENTER BUT IN NOT LESS 1. MISCELLANEOUS SHEATHING:APA RATED SHEATHING; CD GRADE; EXTERIOR; 3. BARRIERS AND ENCLOSURES. H. INSTALLATION: 0 THAN 2 PLACES ALONG LONG SIDE OF CONCRETE PATCH AREA. DOWEL INTO EXISTING PLYWOOD OR ORIENTED STRAND BOARD, UNLESS APPROVED OTHERWISE;THICKNESS 4. SECURITY. SLAB AT MINIMUM 18 INCHES ON CENTER BUT IN NOT LESS THAN 2 PLACES ALONG 1. INSTALL TROWELABLE UNDERLAYMENT AT LOCATIONS WHERE SLOPES ARE INDICATED AS INDICATED. 5. CONTRACTOR DESIGNATED AREAS, INCLUDING PARKING AND STORAGE. AND AT OTHER LOCATIONSWHERE TAPERED FILL IS NECESSARY TO ALIGN THE LONG SIDE OF CONCRETE PATCH AREA. EPDXY-COATED REINFORCING BARS: 2. TERMINAL BACKBOARDS:APA AC GRADE EXTERIOR; FIRE RETARDANT TREATED. ASTM A 775/A 775M, EPDXY COATED, WITH LESS THAN 2 PERCENT DAMAGED COATING C. ACCESSORIES: 016000 PRODUCT REQUIREMENTSFINISHED SURFACES OF THE VARIOUS FLOOR FINISH MATERIALS. LU 2. INSTALL SELF-LEVELING UNDERLAYMENT AT EXISTING CONCRETE SLAB SURFACES TO IN EACH 12-INCH (300-MM) BAR LENGTH. 1. FASTENERS: CO A. SUBSTITUTIONS CORRECT SLAB FLATNESS AND LEVELNESS. N 4.1, EPDXY BONDING ADHESIVE:ASTM C 881,TWO-COMPONENT EPDXY RESIN, a. HOT-DIPPED GALVANIZED STEEL FOR EXTERIOR, HIGH HUMIDITY LOCATIONS. 1. SUBSTITUTIONS WILL NOT BE ALLOWED UNLESS APPROVED BY T-MOBILE. CAPABLE OF HUMID CURING AND BONDING TO DAMP SURFACES, OF CLASS 3. PROVIDE CEMENTITIOUS TOPPINGS AT LOCATIONS TO REMAIN EXPOSED IN THE b. G-185 GALVANIZED COATING OR STAINLESS STEEL FASTENERS AT TREATED WOOD 2. ARCHITECT WILL DETERMINE ACCEPTABILITY OF PROPOSED SUBSTITUTION,AND WILL FINISHED WORKN NOTIFY CONTRACTOR OF ACCEPTANCE OR REJECTION WITHIN A REASONABLE TIME IN SUITABLE FOR APPLICATION TEMPERATURE AND OF GRADE TO 4. INSTALL UNDERLAYMENTS AND TOPPINGS; FINISH TO A SMOOTH UNIFORM SURFACE. LOCATIONS. WRITING. REQUIREMENTS,AND FOR BONDING HARDENED OR FRESHLY MIXED CONCRETE 5. CURE IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. D• WOOD TREATMENT: 0 ti Cl) TO HARDENED CONCRETE. 1. WOOD PRESERVATIVE (PRESSURE TREATMENT): �r (3) Z3. SUBSTITUTIONS WILL NOT BE CONSIDERED IF THEY ARE INDICATED OR IMPLIED ON 6. TOLERANCES:VERY FLAT; LEVEL TO WITHIN 1/16"IN 40" L. 4.2. PRODUCT: HILT! HIT-HY 200 EPDXY. INSTALL PER ICC-ES-3187 a. PRESERVATIVE TREAT ALL WOOD IN CONTACT WITH CONCRETE, MASONRY,AND MOIST Cl) 0 SHOP DRAWINGS OR PROJECT DATA SUBMITTALS WITHOUT FORMAL WRITTEN 5. PLACE, SUPPORT,AND SECURE REINFORCEMENT AGAINST DISPLACEMENT. I. CLEANING:AS WORK PROCEEDS, CLEAN UP EXCESS MATERIALS, RUBBISH,AND SPLASH. CONDITIONS. SITE TREAT SAWN ENDS WITH PRESERVATIVE TREATMENT. v _ ft REQUEST, OR IF ACCEPTANCE WILL REQUIRE SUBSTANTIAL REVISION OF CONTRACT 6. LOCATE REINFORCING SPLICES NOT INDICATED ON THE DRAWINGS AT POINTS OF b. PRESERVATIVE TREAT ALL WOOD AND PLYWOOD AT ROOF CONSTRUCTION OR OTHER -�r E DOCUMENTS. MINIMUM STRESS. WOOD IN MOIST CONDITIONS. SITE TREAT SAWN ENDS WITH PRESERVATIVE TREATMENT. .G. O p B. KEEP FINISHED SURFACES CLEAN AND UNMARRED UNTIL THE DATE OF ACCEPTANCE. E. PLACEMENT: C. FOR ABOVE GROUND USE, USE AWPA CERTIFIED AMMONIUM COPPER QUATERNIUM (ACQ) C. PRODUCTS SHALL BE NEW,OF THE TYPE SPECIFIED,AND FURNISHED IN AMPLE 1. COORDINATE WITH OTHER TRADES FOR INSTALLATION AND BEDDING OF UTILITIES. OR COPPER HYDROXIDE SODIUM DIMETHYLDITHIOCARBAMATE(CDDC)WATERBORNE �•J Q Q Q Q QUANTITIES TO FACILITATE PROPER AND TIMELY EXECUTION OF THE WORK. 2. ENSURE THAT BELOW GRADE CONSTRUCTION IS COMPLETE IN THE SLAB AREA TO BE PRESERVATIVE WITH 0.25 POUNDS PER CUBIC FOOT OF WOOD RETENTION. E r , PATCHED. �+ /� d. TREATED WOOD SHALL HAVE A MAXIMUM MOISTURE CONTENT OF 19%. (' v V� 017329 CUTTING AND PATCHING 3. REPLACE EXISTING SUBGRADE MATERIALS TO MATCH EXISTING. REPLACE AND MAKE DIVISION 4 - MASONARY (NOT USED) e. TREATED WOOD SHALL BEAR THE QUALITY STAMP OF AN INSPECTION AGENCY �-+' A. REPAIR EXISTING SURFACES AND CONSTRUCTION AS NECESSARY TO MAKE WORK CONTINUOUS VAPOR BARRIERS AND OTHER SIMILAR CONSTRUCTION DISTURBED OR APPROVED BY THE JURISDICTIONAL CODE AUTHORITIES. < Li- COMPLETE,WITH ALL COMPONENTS MATCHING AND CONSISTENT. DAMAGED DURING DEMOLITION OR CONSTRUCTION OPERATIONS. 2. FIRE RETARDANT TREATMENT(AT TYPES I AND II CONSTRUCTION ONLY): _,.- 0��ry3 B. PROVIDE A SMOOTH, EVEN,AND INVISIBLE TRANSITION TO NEW CONSTRUCTION. 4. RECOMPACT EXISTING SUBGRADE TO 95 PERCENT OF MAXIMUM DRY DENSITY AS a. FIRE RETARDANT TREAT ALL INTERIOR CONCEALED LUMBER AND PLYWOOD,AND OTHER = ' ` v,/ V C. SEAL ALL PENETRATIONS IN WALLS, FLOORS AND CEILINGS AS REQUIRED TO MAINTAIN DETERMINED BY ASTM D1557. WOOD AS INDICATED OR SPECIFIED. PROVIDE EXTERIOR FIREPROOFING AT ROOFTOP 'pry vI- FIRE RATING AND BY JURISDICTION HAVING AUTHORITY. MAJOR PATCHING PROCEDURES 5. PATCH SLAB WITH CONCRETE HAVING A MINIMUM 28-DAY STRENGTH OF 3000 PSI; BLOCKING, NAILERS, CURBS, SHEATHING,AND OTHER LOCATIONS SUBJECT TO WETTING vJ Q SHALL BE REVIEWED WITH THE MAXIMUM WATER/CEMENT RATIO OF 0.40. USE SUPERPLASTICIZER ADMIXTURE AS DURING CONSTRUCTION OPERATIONS. CO am D. T-MOBILE AND THE BUILDING OWNER, PRIOR TO PROCEEDING. NECESSARY FOR WORKABILITY. b. ALL FIRE RETARDANT TREATED WOOD MATERIALS SHALL BEAR A UL"FR-S"LABEL, OR A a_ Lo 0 E. EXISTING SPRAYED FIREPROOFING WHERE OCCURS: PATCH AND REPAIR EXISTING DIVISION 5 - METALS U) C) u CO Q SPRAYED FIREPROOFING TO MATCH THE FIRE RATING OF THE EXISTING CONSTRUCTION. 6. FINISH CONCRETE TO MATCH ADJACENT SURFACES. LABEL FROM AN APPROVED INSPECTION AGENCY CERTIFYING THAT THE MATERIAL HAND PATCH USING UL-APPROVED MATERIALS AND PROCEDURES. F. CURING: MOISTURE CURE CONCRETE FOR A MINIMUM OF 7 DAYS, UNLESS APPROVED MEETS THE REQUIREMENTS OF AWPA C-20 TYPE A FOR LUMBER AND AWPA C-27 TYPE A OTHERWISE. 054000 COLD-FORMED METAL FRAMING FOR PLYWOOD. F. PATCHING OF EXISTING CONCRETE SLABS ON GRADE: IN ACCORDANCE WITH SECTION G. SEALING AND HARDENING CONCRETE FLOORS. A. SUMMARY: c. TREATED LUMBER SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 19%; 030133. 1. MANUFACTURERS 1. LIGHT GA STRUCTURAL STEEL METAL FRAMING AT EXTERIOR WALLS WHERE TREATED PLYWOOD SHALL BE KILN DRIED TO A MAXIMUM MOISTURE CONTENT OF 15%. G. X-RAY CONCRETE SLABS PRIOR TO ANY SAW-CUTTING FOR AREAS WITH POSSIBLE POST MDC TENSIONED SLABS a. ACCEPTABLE MANUFACTURER: CURECRETE DISTRIBUTION, INC; 1203 WEST SPRING INDICATED ON THE DRAWINGS,AND AT SOFFIT CONSTRUCTION SUPPORTING d. APPROVED PRODUCTS INTERIOR FIREPROOFING: CLEAR FINISH PRODUCT, HICKSON� CORP - RELO CREEK PLACE, SPRINGVILLE, UT 84663.ASD. TEL(800)998-5664, FAX (801)489-3307, EMAIL: STOREFRONTS, DISPLAY WINDOWS,AND SIGNAGE ELEMENTS. CORPORATION DRICON, HOOVER TREATED WOOD PRODUCTS"PYRO-GUARD, OR CLOSEOUT PROCEDURES TECHSUPPORT@ASHFORDFORMULA.COM.WVWV.ASHFORDFORMULA.COM 2. STRUCTURAL DESIGN OF COLD FORMED METAL FRAMING SYSTEMS NOT INDICATED ON OSMOSE WOOD PRESERVING CO.OF AMERICA, INC. "FLAME PROOF LHC." 017700 CL LT DOCUMENTS: RECORD DOCUMENTS, PROVIDED BY THE CONTRACTOR,WHICH 2. 7647 MATERIALS THE STRUCTURAL DRAWINGS. E. BLOCKING AND HAILERS: A. EXACTLY INDICATE "AS BUILT"CONDITIONS,WILL BE AS REQUIRED BY T-MOBILE AND a. CURE-SEAL-HARDENER:ASHFORD FORMULA;WATER-BASED CHEMICALLY-REACTIVE B. SYSTEM DESCRIPTION: 1. PROVIDE BLOCKING, HAILERS FOR ALL SHEATHING, ROOF CONSTRUCTION, METAL LOCATED PER NOTES ON THE FLOOR PLAN SHEETS. PENETRATING SEALER AND HARDENER,THAT SEALS BY DENSIFYING CONCRETE SO THAT 1. STRUCTURAL DESIGN: FLASHING,AND OTHER CONSTRUCTION AS INDICATED. B. OPERATION AND MAINTENANCE MANUALS WILL BE AS REQUIRED BY T-MOBILE. WATER MOLECULES CANNOT PASS THROUGH BUT AIR AND WATER VAPOR CAN,WHILE a. SIZE AND ARRANGE MEMBERS TO SUPPORT DEAD AND LIVE LOADS IN ACCORDANCE 2. WOOD BLOCKING: INSTALL WOOD BLOCKING TO RECEIVE MECHANICAL FASTENERS CONSTRUCTION DRAWINGS C. PROJECT CLOSEOUT DOCUMENTS, INCLUDING WARRANTY, GUARANTEES AND REQUEST ALLOWING CONCRETE TO ACHIEVE FULL COMPRESSIVE STRENGTH, MINIMIZING SURFACE CODE REQUIREMENTS. FOR SUPPORT OF ELECTRICAL FIXTURES AND EQUIPMENT, CABINETS, DOORSTOP FOR FINAL PAYMENT,WILL BE AS REQUIRED BY T-MOBILE. CRAZING,AND ELIMINATING DUSTING. b. DESIGN SYSTEM TO RESIST DEAD AND LIVE LOADS FROM WINDOWS, DISPLAY CASES, PLATES,WOOD BASE,WAINSCOTS, COAT HOOKS,AND ALL OTHER WALL AND CEILING a.a. COLORLESS, TRANSPARENT, ODORLESS, NON-TOXIC, NON-FLAMMABLE. AWNINGS, AND OTHER ITEMS INDICATED TO BE SUPPORTED BY COLD FORMED METAL MOUNTED COMPONENTS, UNLESS SPECIFIED OTHERWISE. a.b. CONTAINING NO SOLVENTS OR VOLATILE ORGANIC COMPOUNDS. FRAMING. 3. BACKING: a.c. ALLOWING TRAFFIC ON FLOORS WITHIN 2 TO 3 HOURS,WHICH CHEMICAL PROCESS c. DESIGN SYSTEM TO RESIST 100 PERCENT OF THE DESIGN LOAD WITH A MAXIMUM • a. PLYWOOD BACKING SHALL BE USED IN LIEU OF BLOCKING AT LOCATIONS OF DATE: 8/23/2018 COMPLETE WITH 3 MONTHS. DEFLECTION OF L/720. WALL-MOUNTED STANDARDS, SHELVING AND COUNTERS. SCALE: AS SHOWN a.d. NO CHANGE TO SURFACE APPEARANCE EXCEPT A SHEEN DEVELOPED DUE TO TRAFFIC d. ANCHORAGES SHALL BE DESIGNED TO SIMULTANEOUSLY RESIST ALL VERTICAL AND b. BACKING SHALL BE MOUNTED OVER FACE OF STUDS BENEATH GYPSUM BOARD AND DRAWN BY: LEO V. AND CLEANING. LATERAL LOADS,WITH A SAFETY FACTOR OF 2. SHALL BE CONTINUOUS OVER ENTIRE PLANE OF WALL; 1/2 INCH THICKNESS. c. SECURE BACKING WITH ALL EDGES ON FIRM BEARING. PROJECT No.: TM0422 SHEET: A701 1 1 I 2 I 3 I 4 1 1 2 I 3 I 4 • . . . . ale .. DIVISION 6 - WOOD AND PLASTIC, CONT. DIVISION 7 - THERMAL AND MOISTURE, CONT. DIVISION 7 - THERMAL AND MOISTURE, CONT. DIVISION 7 - THERMAL AND MOISTURE, CONT. 12920 SE nth STREET BELLEVUE,WA 98006 www,t-mobile.com SECTION -061643-GYPSUM SHEATHING 6. TROWEL APPLY SKIM COAT OF MANUFACTURER'S RECOMMENDED FIBER REINFORCED 4. BASE COAT:APPLY TO EXPOSED SURFACES OF INSULATION IN MINIMUM THICKNESS A. SUMMARY: POLYMER MODIFIED MORTAR TO OBTAIN SMOOTH AND FLAT SURFACES WITHIN A RECOMMENDED IN WRITING BY EIFS MANUFACTURER, BUT NOT LESS THAN [1/16-INCH H. METAL-FACED COMPOSITE WALL PANELS OR BRAKE METAL 1. SHEATHING USED IN LIEU OF PLYWOOD IN NON-COMBUSTIBLE BUILDING TOLERANCE OF 1/8 INCH IN 10 FEET,AND TO FILL SURFACE IMPERFECTIONS. USE (1.6-MM)] DRY-COAT THICKNESS. 1. GENERAL: PROVIDE FACTORY-FORMED AND-ASSEMBLED, METAL-FACED COMPOSITE CONSTRUCTION. BONDING AGENT AS NECESSARY FOR ADEQUATE BOND. 5. REINFORCING MESH: COMPLETELY EMBED MESH IN WET BASE COAT,APPLYING WALL PANELS FABRICATED FROM TWO METAL FACINGS BONDED, USING NO GLUES OR COPYRIGHT NOTICE. B. MATERIALS 7. APPLY COLOR MATCH PRIMER. ADDITIONAL BASE-COAT MATERIAL IF NECESSARY, SO REINFORCING-MESH COLOR ADHESIVES,TO SOLID, EXTRUDED THERMOPLASTIC CORE; FORMED INTO PROFILE FOR Theand 1. SCREWS: GALVANIZED; SELF-DRILLING; SELF-DRILLING, BUGLE HEAD SCREWS; 8. PROVIDE FINISH COAT TO MATCH EXISTING. AND PATTERN ARE NOT VISIBLE. INSTALLATION METHOD INDICATED. INCLUDE ATTACHMENT SYSTEM COMPONENTS subjectse drawingsocopyright and specifications are copyrightedcuralo k" to copyright protection as an"architectural work" MINIMUM 1-1/4 INCH LONG. G. CLEAN-UP: REMOVE DIRT AND STAINS FROM DEFS SURFACES AND ADJACENT SURFACES 6. DOUBLE-LAYER REINFORCING MESH APPLICATION:WHERE INDICATED,APPLY SECOND AND ACCESSORIES REQUIRED FOR WEATHERTIGHT SYSTEM. under sec. 102 of the copyright act, 17 U.S.C. As 2. GYPSUM SHEATHING: ONE OF THE FOLLOWNG: WITHOUT DAMAGING FINISHES. BASE COAT AND SECOND LAYER OF[STANDARD] IMPACT REINFORCING MESH. 2. FIRE-RETARDANT CORE: NONCOMBUSTIBLE,WITH THE FOLLOWING SURFACE-BURNING amended ,January 2003. The protection includes, a. G-P GYPSUM CORPORATION"DENS-GLASS GOLD;"GLASS MAT FACED;ASTM C1177; 1/2 7. DOUBLE BASE-COAT APPLICATION:WHERE INDICATED,APPLY IN SAME MANNER AND CHARACTERISTICS AS DETERMINED BY TESTING IDENTICAL PRODUCTS PER ASTM E 84 composition limitation, the overall form, is of the arrangement and composition of spaces, and elements of the design. INCH THICK 07241 EXTERIOR INSULATION AND FINISH SYSTEMS-CLASS PB THICKNESS AS FIRST APPLICATION EXCEPT WITHOUT REINFORCING MESH. BY UL OR ANOTHER TESTING AND INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES Under such protection, unauthorized use of these b. USG FIBEROCK BRAND SHEATHING WITH AQUA-TOUGH(TM); 1/2 INCH THICK. A. SUMMARY 8. FINISH COAT:APPLY OVER DRY[PRIMER]AND [BASE COAT], MAINTAINING A WET EDGE HAVING JURISDICTION: drawings and specifications may result in cessation of C. INSTALLATION: 1. THIS SECTION INCLUDES CLASS PB EXTERIOR INSULATION AND FINISH SYSTEM (EIFS) AT ALL TIMES FOR UNIFORM APPEARANCE, IN THICKNESS REQUIRED BY EIFS 3. FLAME-SPREAD INDEX: 25 OR LESS. construction,building seizure,and/or monetary liability 1. INSTALL SQUARE EDGE BOARDS PARALLEL OR PERPENDICULAR TO FRAMING. INSTALL [WITH DRAINAGE]APPLIED OVER SUBSTRATE AS INDICATED ON DRAWINGS. MANUFACTURER TO PRODUCE A UNIFORM FINISH OF COLOR AND TEXTURE MATCHING 4. SMOKE-DEVELOPED INDEX:450 OR LESS. BOARDS PARALLEL TO FRAMING AT FIRE RATED WALLS. APPLY SHEATHING WITH a. USE, MANUFACTURER, EXTENT, TEXTURE AND COLOR ARE SUBJECT TO T-MOBILE APPROVED SAMPLE AND FREE OF COLD JOINTS, SHADOW LINES,AND TEXTURE 5. BASIS-OF-DESIGN PRODUCT: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, JOINTS STAGGERED. ALL EDGES SHALL BE FIRMLY SUPPORTED. REVIEW AND APPROVAL VARIATIONS. (FINE SAND TEXTURED FINISH). PROVIDE ALPOLIC, DIVISION OF MITSUBISHI CHEMICAL AMERICA, INC.; [ALPOLIC] ARCHITECT: 2. INSTALL SHEATHING WITH COATING TOWARDS EXTERIOR. • 2. ACCEPTABLE SUBSTRATES FOR OUTSULATION SYSTEMS. H. FIELD QUALITY CONTROL [ALPOLIC/FR] OR A COMPARABLE PRODUCT FROM ONE OF THE FOLLOWING: 3. SCREW TO FRAMING. SPACE FASTENERS 8 INCHES O.C. IN FIELD AND 4 INCHES O.C. a. UNGLAZED BRICK, CEMENT PLASTER, CONCRETE, OR MASONRY. 1. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROPER APPLICATION OF THE a. ALCAN COMPOSITES USA INC.; [ALUCOBOND] JLL Architecture LLC AT ENDS ALONG EACH FRAMING MEMBER. b. EXTERIOR GRADE GYPSUM SHEATHING MEETING ASTM C79 REQUIREMENTS FOR OUTSULATION MATERIALS. b. AMERICAN PRODUCTS, INC.: [API] 0 4. DO NOT BRIDGE EXPANSION OR SEISMIC JOINTS. WATER-RESISTANT CORE OR TYPE X CORE AT THE TIME OF APPLICATION OF THE 2. MANUFACTURER ASSUMES NO RESPONSIBILITY FOR ON-SITE INSPECTIONS OR c. ALCOA INC.; REYNOBOND[PE] 200 East Randolph Drive,Chicago,IL 60601 OUTSULATION SYSTEM. APPLICATION OF ITS PRODUCTS. 6. ALUMINUM-FACED COMPOSITE WALL PANELS: FORMED WITH 0.020-INCH-(0.50-MM-) c. SILICONE TREATED GYPSUM CORE SHEATHING SURFACED WITH INORGANIC FIBERGLASS 3. IF REQUIRED,THE CONTRACTOR SHALL CERTIFY IN WRITING THE QUALITY OF WORK THICK, COIL-COATED,ALUMINUM SHEET FACINGS. 51 West 3rd,#201,Tempe,AZ 85281 MATS MEETING ASTM C1177. PERFORMED RELATIVE TO THE SUBSTRATE SYSTEM,DETAILS, INSTALLATION a. PANEL THICKNESS: [0.157 INCH(4 MM)]-20G STEEL INTERIOR APPLICATION/18G STEEL d. EXTERIOR FIBER REINFORCED CEMENT AND CALCIUM SILICATE BOARDS. PROCEDURES,WORKMANSHIP AND AS TO THE SPECIFIC PRODUCTS USED. EXTERIOR APPLICATION tel+1 480 626 6304 e. APA EXTERIOR OR EXPOSURE 1 RATED PLYWOOD,GRADE C-D OR BETTER, NOMINAL 13 4. IF REQUIRED,THE EPS SUPPLIER SHALL CERTIFY IN WRITING THA THE EPS MEETS b. EXTERIOR FINISH: 2-COAT FLUOROPOLYMER(TIGER DRYLAC OR EQUAL) fax+1 480 401 3602 MM (1/2 IN.), MINIMUM PLY. MANUFACTURER'S SPECIFICATIONS. c. COLOR:AS NOTED ON DRAWINGS. DIVISION 7 - THERMAL AND MOISTURE, CONT. f. APA EXPOSURE 1 RATED ORIENTED STRAND BOARD(OSB), NOMINAL 13 MM (1/2 IN.) 5. IF REQUIRED,THE SEALANT CONTRACTOR SHALL CERTIFY IN WRITING THAT THE d. ATTACHMENT SYSTEM COMPONENTS: FORMED FROM MATERIAL COMPATIBLE WITH g. GALVANIZED EXPANDED METAL LATH 1.4 OR 1.8 KG/M2 (2.6 OR 3.3 LBS/YD2) INSTALLED SEALANT APPLICATION IS IN ACCORDANCE WITH THE SEALANT MANUFACTURER'S AND PANEL FACING. OVER A SOLID SUBSTRATE. MANUFACTURER'S RECOMMENDATIONS. I. ACCESSORIES 072100 THERMAL INSULATION h. DEFLECTION OF SUBSTRATE SYSTEMS SHALL NOT EXCEED L/240. I. CLEANING 1. WALL PANEL ACCESSORIES: PROVIDE COMPONENTS REQUIRED FOR A COMPLETE A. SUMMARY: BUILDING INSULATION WHEN INDICATED ON THE DRAWINGS. i. THE SLOPE OF INCLINED SURFACES SHALL NOT BE LESS THEN 6:12. 1. ALL EXCESS OUTSULATION SYSTEM MATERIALS SHALL BE REMOVED FROM THE JOB METAL-FACED COMPOSITE WALL PANEL ASSEMBLY INCLUDING TRIM, COPINGS, FASCIA, B. MATERIALS j. THE LENGTH OF INCLINED SURFACES SHALL NOT EXCEED 305 MM (12IN). SITE BY THE CONTRACTOR IN ACCORDANCE WITH CONTRACT PROVISIONS AND AS MULLIONS, SILLS, CORNER UNITS, CLIPS, FLASHINGS, SEALANTS, GASKETS, FILLERS, 1. UNFACED BATT AND BLANKET INSULATION:ASTM C665, TYPE I; PREFORMED UNFACED B. PERFORMANCE REQUIREMENTS REQUIRED BY APPLICABLE LAW. CLOSURE STRIPS,AND SIMILAR ITEMS. MATCH MATERIAL AND FINISH OF METAL-FACED GLASS FIBER ROLL; FLAME SPREAD OF 25 OR LESS AND SMOKE DEVELOPED OF 50 OR 1. CLASS PB EIFS:COMPLY WITH PERFORMANCE CHARACTERISTICS IN EIMA'S"EIMA 2. ALL SURROUNDING AREAS,WHERE THE OUTSULATION SYSTEM HAS BEEN INSTALLED, COMPOSITE WALL PANELS UNLESS OTHERWISE INDICATED. LESS WHEN TESTED IN ACCORDANCE WITH ASTM E84;OVERSIZE WIDTHS FOR GUIDELINE SPECIFICATION FOR EXTERIOR INSULATION AND FINISH SYSTEMS, CLASS SHALL BE LEFT FREE OF DEBRIS AND FOREIGN SUBSTANCES RESULTING FROM THE 2. FLASHING AND TRIM: FORMED FROM 0.018-INCH-(0.46-MM-) MINIMUM THICKNESS, FRICTION-FIT BETWEEN METAL FRAMING. PB." CONTRACTOR'S WORK. ZINC-COATED(GALVANIZED)STEEL SHEET OR ALUMINUM-ZINC ALLOY-COATED STEEL / ' I.1 4 *, 2. BOARD INSULATION: EXTRUDED POLYSTYRENE; DOW CHEMICAL COMPANY a. STANDARD IMPACT RESISITANCE: 25-49 INCH-LB(2.8-5.6 J) FOR AREAS ABOVE 7'-0." J. PROTECTION SHEET PREPAINTED WITH COIL COATING. PROVIDE FLASHING AND TRIM AS REQUIRED - a- 4 "STYROFOAM"OR OWENS CORNING"FOAMULAR 250." b. HIGH IMPACT RESISTANCE:90-150 INCH-LB(10.2-17 J)FOR AREAS BELOW 7'-0." 1. THE OUTSULATION SYSTEM SHALL BE PROTECTED FROM INCLEMENT WEATHER AND TO SEAL AGAINST WEATHER AND TO PROVIDE FINISHED APPEARANCE. LOCATIONS C. ACCESSORIES: c. POSITIVE AND NEGATIVE WIND-LOAD PERFORMANCE: CAPABILITY TO WITHSTAND WIND OTHER SOURCES OF DAMAGE UNTIL DRY AND PERMANENT PROTECTION IN THE FORM INCLUDE, BUT ARE NOT LIMITED TO, BASES, DRIPS, SILLS,JAMBS, CORNERS, RUSSELL M. `(�i 1. SEPARATE VAPOR BARRIER FOR BATT INSULATION: FOIL SCRIM KRAFT FSK 25; FLAME LOADS INDICATED WHEN TESTED PER ASTM E 330. OF FLASHINGS, SEALANTS, ETC.ARE INSTALLED. ENDWALLS, FRAMED OPENINGS, RAKES, FASCIA, PARAPET CAPS, SOFFITS, REVEALS, BAUMANN SPREAD OF 25 OR LESS AND A SMOKE DEVELOPED OF 50 OR LESS WHEN TESTED IN 2. DRAINAGE: 3 SAMPLES CAPABLE OF DRAINING WATER,AND HAVING AN AVERAGE AND FILLERS. FINISH FLASHING AND TRIM WITH SAME FINISH SYSTEM AS ADJACENT • TEMPE, l--] ACCORDANCE WITH ASTM E84. MINIMUM TRUE DRAINAGE EFFICIENCY OF [90] PERCENT WHEN TESTED PER EIMA 200.2. SECTION 07415- COMPOSITE WALL PANELS OR BRAKE METAL(IF NOTED ON DRAWINGS) METAL-FACED COMPOSITE WALL PANELS. • AZ • 2. TAPE:TO MATCH INSULATION FACING; 2 INCH WIDTH. 3. WATER-/WEATHER-RESISTIVE-BARRIER COATING: COMPLY WITH ICBO-ES AC24. A. PERFORMANCE REQUIREMENTS J. FABRICATION No. 6155 .� - 3. ACOUSTIC INSULATION: SEE SECTION 098100. C. SUBMITTALS 1. DELEGATED DESIGN: DESIGN METAL-FACED COMPOSITE WALL PANEL OR BRAKE 1. GENERAL: FABRICATE AND FINISH METAL-FACED COMPOSITE WALL PANELS AND ‘' 11/07/2012cp D. INSTALLATION: 1. PRODUCT DATA: FOR EACH PRODUCT INDICATED. METAL ASSEMBLY, INCLUDING COMPREHENSIVE ENGINEERING ANALYSIS BY A ACCESSORIES AT THE FACTORY TO GREATEST EXTENT POSSIBLE, BY 0F 0# 1. INSTALL INSULATION IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS 2. SHOP DRAWINGS: INCLUDE PLANS, ELEVATIONS, SECTIONS, DETAILS, PENETRATIONS, QUALIFIED PROFESSIONAL ENGINEER.STRUCTURAL PERFORMANCE: PROVIDE MANUFACTURER'S STANDARD PROCEDURES AND PROCESSES,AS NECESSARY TO AND AS INDICATED. TERMINATIONS, FASTENERS,AND ATTACHMENTS TO OTHER WORK. METAL-FACED COMPOSITE WALL PANEL ASSEMBLIES CAPABLE OF WITHSTANDING THE FULFILL INDICATED PERFORMANCE REQUIREMENTS DEMONSTRATED BY LABORATORY OS/29/201e2. TRIM INSULATION NEATLY TO FIT SPACES. INSTALL WITHOUT GAPS OR VOIDS. 3. SAMPLES: FOR EACH EIFS AND FOR EACH COLOR AND TEXTURE REQUIRED. EFFECTS OF THE FOLLOWING LOADS AND STRESSES WITHIN LIMITS AND UNDER TESTING. COMPLY WITH INDICATED PROFILES AND WITH DIMENSIONAL AND 3. INSTALLATION OF THERMAL BATT INSULATION: 4. FIELD QUALITY-CONTROL TEST REPORTS. CONDITIONS INDICATED, BASED ON TESTING ACCORDING TO ASTM E 330: STRUCTURAL REQUIREMENTS. • a. INSTALL INSULATION WITH VAPOR BARRIER TOWARD WARM SIDE OF BUILDING SPACES. 5. PRODUCT[TEST REPORTS]. 2. WIND LOADS: DETERMINE LOADS BASED ON THE FOLLOWING MINIMUM DESIGN WIND 2. FABRICATE METAL-FACED COMPOSITE WALL OR BRAKE METAL PANELS IN A MANNER VAPOR BARRIER SHALL BE CONTINUOUS.TAPE SEAL TEARS OR CUTS IN VAPOR BARRIER. 6. MAINTENANCE DATA. PRESSURES:20 LBF/SQ. FT. UNIFORM PRESSURE OF ACTING (957 PA)INWARD OR THAT ELIMINATES CONDENSATION ON INTERIOR SIDE OF PANEL AND WITH JOINTS b. AT METAL STUD FRAMING, INSERT THE INSULATION EDGES TIGHTLY INTO THE STUD A. QUALITY ASSURANCE OUTWARD. BETWEEN PANELS DESIGNED TO FORM WEATHER TIGHT SEALS. CONSULTING ENGINEER: CHANNELS FOR A FRICTION FIT.WHERE INSULATION BUTTS THE BACKSIDE OF STUD 1. INSTALLER QUALIFICATIONS: CERTIFIED IN WRITING BY EIFS MANUFACTURER TO 3. DEFLECTION LIMITS: METAL-FACED COMPOSITE WALL PANEL ASSEMBLIES SHALL 3. METAL-FACED COMPOSITE WALL PANELS: FACTORY FORM PANELS IN A CONTINUOUS CHANNELS, CONTINUOUSLY TAPE INSULATION FLANGES TO THE EXPOSED METAL STUD INSTALL MANUFACTURER'S SYSTEM USING TRAINED WORKERS. WITHSTAND WIND LOADS WITH HORIZONTAL DEFLECTIONS NO GREATER THAN[1/175 PROCESS WITH NO GLUES OR ADHESIVES BETWEEN DISSIMILAR MATERIALS.TRIM AND FLANGE. 2. SOURCE LIMITATIONS: OBTAIN EIFS THROUGH ONE SOURCE FROM A SINGLE EIFS OF THE SPAN AT THE PERIMETER AND 1/60 OF THE SPAN ANYWHERE IN THE PANEL] < SQUARE EDGES OF SHEETS WITH NO DISPLACEMENT OF FACE SHEETS OR c. MECHANICAL FASTENING: MANUFACTURER AND FROM SOURCES APPROVED BY EIFS MANUFACTURER AS OF THE SPAN. PROTRUSION OF CORE MATERIAL. 4. AT LOCATIONS WHERE NO FRAMING IS PRESENT TO SUPPORT THE INSULATION, COMPATIBLE WITH SYSTEM COMPONENTS. B. PRODUCT DATA: FOR EACH TYPE OF PRODUCT INDICATED. 4. FORM PANEL LINES, BREAKS,AND ANGLES TO BE SHARP AND TRUE,WITH SURFACES PROVIDE METAL IMPALING PINS AND RETAINERS TO HOLD THE INSULATION FIRMLY IN 3. FIRE-TEST-RESPONSE CHARACTERISTICS:WHERE INDICATED, PROVIDE EIFS AND 1. SHOP DRAWINGS: SHOW FABRICATION AND INSTALLATION LAYOUTS OF METAL-FACED FREE FROM WARP AND BUCKLE. POSITION. SYSTEM COMPONENTS IDENTICAL TO THOSE OF EIFS AND SYSTEM COMPONENTS COMPOSITE WALL PANELS; DETAILS OF EDGE CONDITIONS, JOINTS, PANEL PROFILES, 5. FABRICATE PANELS WITH SHARPLY CUT EDGES,WITH NO DISPLACEMENT OF FACE 5. MECHANICALLY OR ADHESIVELY BOND THE RETAINING PINS TO THE SUBSTRATE IN TESTED PER TEST METHOD INDICATED BELOW BY UL OR ANOTHER TESTING AND CORNERS,ANCHORAGES,ATTACHMENT SYSTEM,TRIM, FLASHINGS, CLOSURES,AND SHEETS OR PROTRUSION OF CORE MATERIAL. ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. INSPECTING AGENCY ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. IDENTIFY ACCESSORIES;AND SPECIAL DETAILS. DISTINGUISH AMONG FACTORY-, SHOP-,AND 6. FABRICATE PANELS WITH PANEL STIFFENERS,AS REQUIRED TO COMPLY WITH 6. SPACE PINS AT MAXIMUM 24 INCHES ON CENTER ALONG THE EDGES AND WITHIN THE PRODUCTS WITH APPROPRIATE MARKINGS OF APPLICABLE TESTING AND INSPECTING FIELD-ASSEMBLED WORK. SAMPLES: FOR EACH TYPE OF EXPOSED FINISH REQUIRED. DEFLECTION LIMITS,ATTACHED TO BACK OF PANELS WITH STRUCTURAL SILICONE FIELD OF THE BLANKET. PLACE EDGE PINS WITHIN 6 INCHES FROM THE EDGE OF THE AGENCY. 2. DELEGATED-DESIGN SUBMITTAL: FOR METAL-FACED COMPOSITE WALL PANEL SEALANT OR BOND TAPE. A\ DESCRIPTION DATE BATT. a. FLAME SPREAD OF INSULATION BOARD AND FINISH COATS: 25 OR LESS WHEN TESTED ASSEMBLY INDICATED TO COMPLY WITH PERFORMANCE REQUIREMENTS AND DESIGN 7. DIMENSIONAL TOLERANCES: a. PACK BATT INSULATION IN SHIM SPACES AT PERIMETER OF WINDOW ASSEMBLY TO INDIVIDUALLY PER ASTM E 84. CRITERIA, INCLUDING ANALYSIS DATA AND CALCULATIONS SIGNED AND SEALED BY a. PANEL BOW: 0.5 PERCENT MAXIMUM OF PANEL LENGTH OR WIDTH. MAINTAIN CONTINUITY OF THERMAL BARRIER. b. SMOKE DEVELOPED OF INSULATION BOARD AND FINISH COATS;450 OR LESS WHEN THE QUALIFIED PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION. b. SQUARENESS:0.25 INCH(5 MM)MAXIMUM. 7. SEPARATE VAPOR BARRIER INSTALLATION: TESTED INDIVIDUALLY PER ASTM E 84. COORDINATION DRAWINGS: EXTERIOR ELEVATIONS, DRAWN TO SCALE, ON WHICH THE c. SHEET METAL ACCESSORIES: FABRICATE FLASHING AND TRIM TO COMPLY WITH m a. INSTALL SEPARATE VAPOR BARRIER OVER UNFACED INSULATION. E. MANUFACTURERS FOLLOWING ITEMS ARE SHOWN AND COORDINATED WITH EACH OTHER. RECOMMENDATIONS IN SMACNA'S"ARCHITECTURAL SHEET METAL MANUAL"THAT APPLY b. INSTALL VAPOR BARRIER TOWARD WARM SIDE OF BUILDING SPACES. 1. AVAILABLE MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, C. QUALITY ASSURANCE TO DESIGN, DIMENSIONS, METAL,AND OTHER CHARACTERISTICS OF ITEM INDICATED. c. VAPOR BARRIER SHALL BE CONTINUOUS. MANUFACTURERS OFFERING PRODUCTS THAT MAY BE INCORPORATED INTO THE 1. MANUFACTURER QUALIFICATIONS: MINIMUM 5 YEARS CONTINUOUS EXPERIENCE K. PREPARATION d. AT LOCATIONS WHERE INSULATION IS MECHANICALLY FASTENED BY IMPALING PINS, WORK INCLUDE, BUT ARE NOT LIMITED TO,THE FOLLOWING: MANUFACTURING THE PANEL MATERIAL SPECIFIED,WITH NO OUTSOURCED 1. MISCELLANEOUS FRAMING: INSTALL SUBGIRTS, BASE ANGLES, SILLS, FURRING,AND PLACE VAPOR RETARDER OVER IMPALING PINS AND HOLD IN POSITION WITH ADDITIONAL 2. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE PRODUCTION PROCESSES.ISO 9001 CERTIFIED. OTHER MISCELLANEOUS WALL PANEL SUPPORT MEMBERS AND ANCHORAGE RETAINERS.THE INSTALLATION SHALL PRESENT A TIGHT, CONTINUOUS,AND WRINKLE PRODUCTS BY ONE OF THE FOLLOWING: 2. FABRICATOR QUALIFICATIONS: MINIMUM 3 YEARS EXPERIENCE ON PROJECTS OF ACCORDING TO ASTM C 754 AND METAL-FACED COMPOSITE WALL PANEL FREE APPEARANCE. a. DRYVIT SYSTEMS, INC. COMPARABLE SCOPE AND SCALE,AND CAPABLE OF PROVIDING FIELD SERVICE MANUFACTURER'S WRITTEN INSTRUCTIONS. e. AT LIGHT GA SUPPORT FRAMING, SECURE TO STUDS WITH DOUBLE STICK TAPE OR b. SENERGY INC.; SKW-MBT CONSTRUCTION CHEMICALS. REPRESENTATION DURING CONSTRUCTION. INSTALLER QUALIFICATIONS: MINIMUM 3 L. METAL-FACED COMPOSITE WALL PANEL AND BRAKE METAL INSTALLATION SPRAY ADHESIVE. c. STO CORP. YEARS EXPERIENCE ON PROJECTS OF COMPARABLE SCOPE AND SCALE,AND 1. ATTACHMENT SYSTEM INSTALLATION, GENERAL: INSTALL ATTACHMENT SYSTEM f. LAP JOINTS IN VAPOR BARRIER 2 INCHES, EXCEPT PROVIDE TAPE SEALED JOINTS AT 3. BASIS-OF-DESIGN PRODUCT:THE DESIGN FOR EIFS[WITH DRAINAGE]IS BASED ON CAPABLE OF PROVIDING FIELD SERVICE REPRESENTATION DURING CONSTRUCTION. REQUIRED TO SUPPORT METAL-FACED COMPOSITE WALL PANELS AND TO PROVIDE A LOCATIONS WHERE VAPOR BARRIER WILL REMAIN EXPOSED IN THE FINISHED WORK. DRYVIT OUTSULATION SYSTEM REQUIREMENTS. SUBJECT TO COMPLIANCE WITH 3. FIRE-RESISTANCE RATINGS:WHERE INDICATED, PROVIDE METAL-FACED COMPOSITE COMPLETE WEATHERTIGHT WALL SYSTEM, INCLUDING SUBGIRTS, PERIMETER g. TAPE SEAL VAPOR BARRIER TO ADJACENT CONSTRUCTION AT PERIMETER EDGES. REQUIREMENTS, PROVIDE THE NAMED PRODUCT OR A COMPARABLE PRODUCT BY WALL PANELS IDENTICAL TO THOSE OF ASSEMBLIES TESTED FOR FIRE RESISTANCE EXTRUSIONS,TRACKS, DRAINAGE CHANNELS, PANEL CLIPS,AND ANCHOR CHANNELS. h. TAPE AND SEAL TEARS OR CUTS IN VAPOR BARRIER. ONE OF THE FOLLOWING MANUFACTURERS LISTED ABOVE. PER ASTM E 119 BY A QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH 2. INCLUDE ATTACHMENT TO SUPPORTS, PANEL-TO-PANEL JOINERY, A. "R"VALUE SCHEDULE: F. MATERIALS APPROPRIATE MARKINGS OF APPLICABLE TESTING AGENCY. PANEL-TO-DISSIMILAR-MATERIAL JOINERY,AND PANEL-SYSTEM JOINT SEALS. 1. BATT INSULATION: PROVIDE MINIMUM 6 INCH INSULATION THICKNESS(R19)TO FILL 1. COMPATIBILITY: PROVIDE SUBSTRATES,ADHESIVE, FASTENERS, BOARD INSULATION, D. WARRANTY 3. DO NOT BEGIN INSTALLATION UNTIL WEATHER BARRIER AND FLASHINGS THAT WILL BE STUD CAVITY OR GREATER TO MATCH EXISTING IN SIMILAR APPLICATIONS, OR AS REINFORCING MESHES, BASE-AND FINISH-COAT SYSTEMS, SEALANTS,AND 1. SPECIAL WARRANTY: MANUFACTURER'S STANDARD FORM IN WHICH MANUFACTURER CONCEALED BY COMPOSITE PANELS ARE INSTALLED. INDICATED ON THE DRAWINGS. ACCESSORIES THAT ARE COMPATIBLE WITH ONE ANOTHER AND APPROVED FOR USE AGREES TO REPAIR OR REPLACE COMPONENTS OF METAL-FACED COMPOSITE WALL 4. SEAL HORIZONTAL AND VERTICAL JOINTS BETWEEN ADJACENT PANELS WITH SEALANT W 2. RIGID INSULATION: PROVIDE MINIMUM 2 INCH INSULATION THICKNESS (R10) OR TO BY EIFS MANUFACTURER FOR PROJECT. PANEL ASSEMBLIES THAT FAIL IN MATERIALS OR WORKMANSHIP WITHIN SPECIFIED BACKING AND SEALANT. INSTALL SEALANT BACKING AND SEALANT ACCORDING TO L.L.. MATCH EXISTING IN SIMILAR APPLICATIONS. 2. WATER-/WEATHER-RESISTIVE-BARRIER COATING: FORMULATION AND ACCESSORIES WARRANTY PERIOD. REQUIREMENTS SPECIFIED IN DIVISION 7 SECTION"JOINT SEALANTS." DESIGNED FOR INDICATED USE. 2. WARRANTY PERIOD: [TEN]YEARS FROM DATE OF SUBSTANTIAL COMPLETION. 5. ATTACH ROUTED-AND-RETURNED FLANGES OF WALL PANELS TO PERIMETER 072401 DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS) 3. PRIMER/SEALER: SUBSTRATE CONDITIONER DESIGNED TO SEAL SUBSTRATES FROM 3. SPECIAL WARRANTY ON PANEL FINISHES: MANUFACTURER'S STANDARD FORM IN EXTRUSIONS WITH MANUFACTURER'S STANDARD FASTENERS.ATTACH FLUSH WALL D A. SUMMARY: MOISTURE PENETRATION AND TO IMPROVE THE BOND BETWEEN SUBSTRATE OF TYPE WHICH MANUFACTURER AGREES TO REPAIR FINISH OR REPLACE METAL-FACED PANELS TO PERIMETER EXTRUSIONS BY ENGAGING PANEL EDGES AND BY ATTACHING 1. WHERE CEMENT PLASTER IS INDICATED ON THE DRAWINGS OVER EXISTING CMU, INDICATED AND ADHESIVE USED FOR APPLICATION OF INSULATION. COMPOSITE WALL PANELS THAT SHOW EVIDENCE OF DETERIORATION OF FACTORY WITH MANUFACTURER'S STANDARD STRUCTURAL SILICONE ADHESIVE. INSTALL WALL PROVIDE DIRECT APPLIED EXTERIOR FINISH SYSTEM (DEFS)OVER EXISTING 4. DRAINAGE MAT: DESIGNED TO DRAIN INCIDENTAL MOISTURE BY GRAVITY; EIFS -APPLIED FINISHES WITHIN SPECIFIED WARRANTY PERIOD. PANELS TO ALLOW INDIVIDUAL PANELS TO"FREE FLOAT"AND BE INSTALLED AND W CONCRETE MASONRY UNITS AS SPECIFIED. MANUFACTURER'S STANDARD OR PRODUCT RECOMMENDED IN WRITING BY EIFS 4. FINISH WARRANTY PERIOD:[20]>YEARS FROM DATE OF SUBSTANTIAL COMPLETION. REMOVED WITHOUT DISTURBING ADJACENT PANELS. DO NOT APPLY SEALANTS TO VJ B. APPLICATOR QUALIFICATIONS: MANUFACTURER[WITH MANUFACTURER'S STANDARD CORROSION-RESISTANT E. PRODUCTS JOINTS UNLESS OTHERWISE INDICATED ON DRAWINGS. W Z 1. MINIMUM OF 5 YEARS EXPERIENCE IN THE APPLICATION OF DEFS OF SIMILAR SCOPE MECHANICAL FASTENERS SUITABLE FOR INTENDED SUBSTRATE]. 1. PANEL MATERIALS. M. ACCESSORY INSTALLATION TO THE WORK INDICATED. 5. SPACERS: FURRING STRIPS; EIFS MANUFACTURER'S STANDARD OR PRODUCT a. ALUMINUM SHEET: COIL-COATED SHEET,ASTM B 209),ALLOY AS STANDARD WITH 1. GENERAL: INSTALL ACCESSORIES WITH POSITIVE ANCHORAGE TO BUILDING AND r:t CO 2. INSTALLER SHALL HAVE BEEN TRAINED BY THE PRODUCT MANUFACTURER PRIOR TO RECOMMENDED IN WRITING BY EIFS MANUFACTURER[WITH MANUFACTURER'S MANUFACTURER, WITH TEMPER AS REQUIRED TO SUIT FORMING OPERATIONS AND WEATHERTIGHT MOUNTING AND PROVIDE FOR THERMAL EXPANSION. COORDINATE < N BIDDING, AND SHALL BE CURRENTLY APPROVED BY THE MANUFACTURER TO INSTALL STANDARD CORROSION-RESISTANT MECHANICAL FASTENERS SUITABLE FOR STRUCTURAL PERFORMANCE REQUIRED. INSTALLATION WITH FLASHINGS AND OTHER COMPONENTS. I- N WARRANTABLE DEFS SYSTEM AS SPECIFIED. INTENDED SUBSTRATE]. 2. SURFACE: SMOOTH, FLAT FINISH. 2. INSTALL COMPONENTS REQUIRED FOR A COMPLETE METAL-FACED COMPOSITE WALL D 0 h.- CO C. PROTECTION: PROTECT ADJACENT MATERIALS AND THIS SYSTEM FROM DAMAGE DURING 6. ADHESIVE FOR APPLICATION OF INSULATION: MFR'S STANDARD. 3. EXPOSED COIL-COATED FINISHES: PANEL ASSEMBLY INCLUDING TRIM, COPINGS, CORNERS, SEAM COVERS, FLASHINGS, (� INSTALLATION,WHILE CURING OR WHEN UNATTENDED. 7. MOLDED, RIGID CELLULAR POLYSTYRENE BOARD INSULATION: COMPLY WITH EIFS a. TWO-COAT FEVE FLUOROPOLYMER:AAMA 620. SEALANTS, GASKETS, FILLERS, CLOSURE STRIPS, FRY REGLETS,AND SIMILAR ITEMS. �`�^ z Z D. APPROVED MANUFACTURERS: MANUFACTURER'S REQUIREMENTS,ASTM C 578 FOR TYPE I,AND EIMA'S"EIMA b. TWO-COAT PVDF FLUOROPOLYMER:AAMA 620. 3. FLASHING AND TRIM: COMPLY WITH PERFORMANCE REQUIREMENTS, U) - cO 1. DRYVIT SYSTEMS INC. GUIDELINE SPECIFICATION FOR EXPANDED POLYSTYRENE(EPS) INSULATION BOARD." 4. EXPOSED ANODIZED FINISHES: MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS,AND SMACNA'S O 2. STO INDUSTRIES, INC. a. CHANNELED BOARD INSULATION: EIFS MANUFACTURER'S STANDARD a. COLOR ANODIC FINISH:AAMA 611,[AA-M12C22A42/A44, CLASS I,0.018 MM] "ARCHITECTURAL SHEET METAL MANUAL."PROVIDE CONCEALED FASTENERS WHERE I- 3. SENERGY, INC. FACTORY-FABRICATED PROFILE WITH LINEAR VERTICAL DRAINAGE CHANNELS, SLOTS, [AA-M12C22A32/A34, CLASS II,0.010 MM]OR THICKER. POSSIBLE,AND SET UNITS TRUE TO LINE AND LEVEL AS INDICATED. INSTALL WORK E. MATERIALS: OR WAVES ON THE BACK SIDE OF BOARD. b. CONCEALED FINISH:APPLY PRETREATMENT AND MANUFACTURER'S STANDARD WHITE WITH LAPS,JOINTS,AND SEAMS THAT WILL BE PERMANENTLY WATERTIGHT AND a Q Q 1. PROVIDE MANUFACTURER'S STANDARD MATERIALS AS RECOMMENDED FOR THE 8. REINFORCING MESH: BALANCED,ALKALI-RESISTANT,OPEN-WEAVE GLASS-FIBER MESH OR LIGHT-COLORED ACRYLIC OR POLYESTER BACKER FINISH, CONSISTING OF PRIME WEATHER RESISTANT. 0 0 C INSTALLATION. TREATED FOR COMPATIBILITY WITH OTHER EIFS MATERIALS AND COMPLYING WITH COAT AND WASH COAT 0.5 MIL WITH A MINIMUM TOTAL DRY FILM THICKNESS OF . (0.013 N. ERECTION TOLERANCES fi 2. BASE COAT: MANUFACTURER'S STANDARD POLYMER MODIFIED CEMENTITIOUS BASE EIMA 105.01 AND ASTM D 578. MM) 1. 1. INSTALLATION TOLERANCES: SHIM AND ALIGN METAL-FACED COMPOSITE WALL VZ COAT; MAXIMUM 30% CEMENT; DRY FACTORY PRE-MIXED FORMULA, OR a. STANDARD-IMPACT REINFORCING MESH: NOT LESS THAN[4.0 OZ./SQ.YD. (136 G/SQ. M)] 5. PANEL SEALANTS:ASTM C 920. PANEL UNITS WITHIN INSTALLED TOLERANCE Z 4:k PRE-MEASURED PACKAGED MATERIALS FOR CONSISTENT SITE MIXING. b. HIGH-IMPACT REINFORCING MESH: NOT LESS THAN[15 OZ./SQ. YD. (509 G/SQ. M)]7'-0" F. MISCELLANEOUS METAL FRAMING 2. OF 1/4 INCH IN 20 FEET(6 MM IN 6 M), NONACCUMULATIVE, ON LEVEL, PLUMB,AND 3. FINISH COAT: MANUFACTURER'S STANDARD; 100%ACRYLIC; CUSTOM INTEGRAL DOWN TO FF. 1. MISCELLANEOUS METAL FRAMING, GENERAL:ASTM C 645, COLD-FORMED LOCATION LINES AS INDICATEDT W C -I U 2 COLOR AS SELECTED BY THE ARCHITECT; LISTED BY UNDERWRITER'S LABORATORIES, c. DETAIL REINFORCING MESH: NOT LESS THAN [4.0 OZ./SQ. YD. (136 G/SQ. M)]. METALLIC-COATED STEEL SHEET, [ASTM A 653/A 653M, G40 (Z120) HOT-DIP 3. AND WITHIN 1/8 INCH (3-MM) OFFSET OF ADJOINING FACES AND OF ALIGNMENT OF �/� INC.AS HAVING A FLAME SPREAD OF 25 OR LESS. d. CORNER REINFORCING MESH: NOT LESS THAN [7.2 OZ./SQ. YD. (244 G/SQ. M)]. GALVANIZED] OR COATING WITH EQUIVALENT CORROSION RESISTANCE UNLESS MATCHING PROFILES. vJ Q Ln Ld... W 4. REINFORCING MESH: MANUFACTURER'S STANDARD ALKALINE RESISTANT OPEN 9. BASE-COAT MATERIALS: STANDARD MIXTURE. OTHERWISE INDICATED. 0. CLEANING ^ CL WEAVE GLASS FIBER MESH; STANDARD DUTY AND HEAVY DUTY. 10. WATERPROOF ADHESIVE/BASE-COAT MATERIALS: WATERPROOF MIXTURE. 2. SUBGIRTS: MANUFACTURER'S STANDARD C- OR Z-SHAPED SECTIONS 0.064-INCH 1. REMOVE TEMPORARY PROTECTIVE COVERINGS AND STRIPPABLE FILMS, IF ANY,AS 1..- 00 0 5. SUBSTRATE MESH TAPE:ALKALINE RESISTANT OPEN WEAVE GLASS FIBER MESH 11. PRIMER: FACTORY-MIXED ELASTOMERIC-POLYMER PRIMER FOR PREPARING (1.63-MM) NOMINAL THICKNESS. METAL-FACED COMPOSITE WALL PANELS ARE INSTALLED UNLESS OTHERWISE > W a) ^ 'Q SURFACED ON ONE SIDE WITH PRESSURE SENSITIVE ADHESIVE;TYPE AS BASE-COAT SURFACE FOR APPLICATION OF FINISH COAT. 3. ZEE CLIPS:0.079-INCH (2.01-MM) NOMINAL THICKNESS. INDICATED IN MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. ON vJ L1. RECOMMENDED BY SYSTEM MANUFACTURER. 12. FINISH-COAT MATERIALS: [STANDARD ACRYLIC-BASED COATING WITH ENHANCED 4. BASE OR SILL[ANGLES] [CHANNELS]:0.079-INCH (2.01-MM) NOMINAL THICKNESS. COMPLETION OF METAL-FACED COMPOSITE WALL PANEL INSTALLATION, CLEAN 6. DEFS TRIM: MILDEW RESISTANCE].COLORS,TEXTURES,AND PATTERNS: REFERENCE EXTERIOR 5. HAT-SHAPED, RIGID FURRING CHANNELS: NOMINAL THICKNESS:[AS INDICATED][AS FINISHED SURFACES AS RECOMMENDED BY PANEL MANUFACTURER. MAINTAIN IN A a. PRODUCTS OF VINYL CORPORATION (800-648-4695)ARE LISTED AS A STANDARD OF FINISH SCHEDULE ON DRAWINGS. REQUIRED TO MEET PERFORMANCE REQUIREMENTS][0.025 INCH(0.64MM)]> DEPTH: CLEAN CONDITION DURING CONSTRUCTION. MDC APPROVAL. SIMILAR AND EQUAL PRODUCTS BY PLASTIC COMPONENTS (800-327-7077) 13. MECHANICAL FASTENERS: CORROSION-RESISTANT FASTENERS CONSISTING OF [AS INDICATED] [1-1/2 INCHES(38 MM)] MAY BE USED. FABRICATE FROM EXTERIOR GRADE VINYL; PROVIDE MANUFACTURER'S THERMAL CAP, STANDARD WASHER AND SHAFT ATTACHMENTS,AND FASTENER 6. COLD-ROLLED FURRING CHANNELS: MINIMUM 1/2-INCH-(13-MM-)WIDE FLANGE. 079200 JOINT SEALANTS CORP - RELO STANDARD SPLICE PLATES AND CONNECTOR CLIPS FOR BUTT JOINT CONNECTIONS. SUITABLE FOR SUBSTRATE. NOMINAL THICKNESS: [AS INDICATED][AS REQUIRED TO MEET PERFORMANCE A. QUALITY ASSURANCE: USE ONLY SKILLED INSTALLERS SPECIALLY TRAINED IN THE b. CORNER BEAD: CB158E. 14. TRIM ACCESSORIES: MANUFACTURED FROM UV-STABILIZED PVC AND COMPLYING REQUIREMENTS][0.064 INCH (1.63MM)]< DEPTH: [AS INDICATED][3/4 INCH(19 MM)] < TECHNIQUES OF SEALING,AND FAMILIAR WITH THE PUBLISHED RECOMMENDATIONS OF F. INSTALLATION: WITH ASTM D 1784 AND ASTM C 1063. 7. FURRING BRACKETS:ADJUSTABLE, CORRUGATED-EDGE TYPE OF STEEL SHEET WITH THE MANUFACTURERS OF THE SEALANTS BEING USED. 7647 1. PROTECT ADJACENT SURFACES FROM CONTACT WITH OVERSPRAY AND SPATTER OF A. INSTALLATION NOMINAL THICKNESS OF 0.040 INCH (1.02 . MM) B. SEALANTS: PRIMERS,ADHESIVES,AND FINISH COATS. 1. GENERAL: COMPLY WITH ASTM C 1397 AND EIFS MANUFACTURER'S WRITTEN 8. TIE WIRE:ASTM A 641/A 641M, CLASS 1 ZINC COATING, SOFT TEMPER, TYPE S- NEUTRAL CURE SILICONE SEALANTS: CONSTRUCTIDN DRAWINGS 2. AT CONCRETE AND CMU SURFACES TO RECEIVE FINISH COAT ONLY, REMOVE ALL DIRT, INSTRUCTIONS FOR INSTALLATION OF EIFS AS APPLICABLE TO EACH TYPE OF 0.062-INCH-(1.57-MM-) DIAMETER WIRE, OR DOUBLE STRAND OF 0.048-INCH-(1.22-MM-) a. DOW CORNING, 790 SILICONE BUILDING SEALANT, OR 795 SILICONE STRUCTURAL DUST, FORM RELEASE AGENTS, EFFLORESCENCE,AND OTHER ELEMENTS WHICH SUBSTRATE INDICATED. DIAMETER WIRE. GLAZING AND WEATHERPROOFING SEALANT. WOULD IMPAIR BOND.ACID ETCH WITH MURIATIC ACID. 2. INSULATION: [ADHESIVELY AND MECHANICALLY]ATTACH TO SUBSTRATE. G. MISCELLANEOUS MATERIALS b. PECORA,890 ARCHITECTURAL SILICONE SEALANT. 3. INSTALL DEFS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 3. EXPANSION JOINTS: INSTALL AT LOCATIONS INDICATED;WHERE REQUIRED BY EIFS 1. ALUMINUM EXTRUSIONS:ASTM B 221 c. TREMCO"SPECTREM" 1 OR 3. 4. PROVIDE FINISH COAT ONLY OVER EXISTING CONCRETE BLOCK SURFACES AS MANUFACTURER; WHERE EXPANSION JOINTS ARE INDICATED IN SUBSTRATES BEHIND 2. FASTENERS: SELF-TAPPING SCREWS, BOLTS, NUTS, SELF-LOCKING RIVETS AND BOLTS, 2. TYPE PT:ASTM C920,TYPE S,GRADE P,CLASS 25;TREMCO"THC 901", SONNEBORN DATE: 8/23/2018 INDICATED ON THE DRAWINGS. EIFS;WHERE EIFS ADJOIN DISSIMILAR SUBSTRATES, MATERIALS,AND CONSTRUCTION; END-WELDED STUDS,AND OTHER SUITABLE FASTENERS DESIGNED TO WITHSTAND "SONOLASTIC SL 1", PECORA"UREXPAN NR-201", OR APPROVED. 5. FINISH COATING SHALL BE APPLIED AS RECOMMENDED BY THE EXTERIOR INSULATION AT FLOOR LINES IN MULTILEVEL WOOD-FRAMED CONSTRUCTION;AND WHERE WALL DESIGN LOADS. PROVIDE EXPOSED FASTENERS WITH HEADS MATCHING COLOR OF 3. TYPE PTNS:ASTM C920,TYPE M, GRADE NS, CLASS 25; PECORA"DYNATRED,"TREMCO SCALE: AS SHOWN AND FINISH SYSTEM MANUFACTURER. HEIGHT CHANGES. METAL-FACED COMPOSITE WALL PANELS BY MEANS OF PLASTIC CAPS OR "HPL,"OR APPROVED; CUSTOM COLORS TO MATCH ARCHITECT'S SAMPLES. DRAWN BY: LEO V. FACTORY-APPLIED COATING. PROVIDE EPDM, PVC, OR NEOPRENE SEALING WASHERS. PROJECT No.: TM0422 NO VISIBLE MECHANICAL FASTENERS. SHEET: A702 I I 2 I 3 I 4 1 I 2 I 3 I 4 ■ ■ • P . ■Moe i •• DIVISION 7 - THERMAL AND MOISTURE, CONT. DIVISION 8 - OPENINGS, CONT. DIVISION 8 - OPENINGS, CONT. DIVISION 8 - OPENINGS, CONT. 12920 SE 38th STREET BELLEVUE,WA 98006 4. TYPE A:ASTM C834;TREMCO"ACRYLIC LATEX CAULK", PECORA"AC-20", SONNEBORN 3. BOND EDGE BANDING TO SOLID CORE WITH HOT MELT OR RF CURED ADHESIVE. 6. ARCHITECTURAL ALUMINUM MANUFACTURER'S ASSOCIATION (AAMA). L. LOCKSETS, DEADLOCKS, CYLINDERS AND PADLOCKS: www.t mobile.com "SONOLAC"OR APPROVED. 4. PRE-FIT AND PRE-MACHINE DOORS IN ACCORDANCE WITH AWI 1300-S-6. PRE-MACHINE C. SYSTEM DESCRIPTION: • 1. MANUFACTURER: 5. TYPE SM: MILDEW RESISTANT SILICONE SEALANT: USDA APPROVED; DOW CORNING FOR HARDWARE SPECIFIED IN SECTION 087000,AND LOCATE AS SPECIFIED IN SECTION 1. PERFORMANCE- EXTERIOR ALUMINUM WINDOW AND STOREFRONT SYSTEM: A. LOCKS AND DEADLOCKS-AS NOTED IN HARDWARE SCHEDULE ON DRAWINGS 786 BY DOW CHEMICAL,GE SANITARY SEALANT OR APPROVED; CLEAR. 087300. a. SYSTEM SHALL ACCOMMODATE EXPANSION AND CONTRACTION CAUSED BY A B. CYLINDERS AND PADLOCKS-AS NOTED IN HARDWARE SCHEDULE ON DRAWINGS COPYRIGHT NOTICE: C. ACCESSORY MATERIALS: 5. DOORS SHALL BE FACTORY PREFINISHED AS SCHEDULED TO MATCH ARCHITECT'S TEMPERATURE RANGE OF 20 DEGREES TO 140 DEGREES F.WITHOUT DETRIMENTAL 2. PROVIDE NEW CYLINDER AT EACH EXISTING DOOR THAT HAS DEADLOCK OR LOCKSET. These drawings and specifications are copyrighted and 1. PRIMER: NON-STAINING TYPE, RECOMMENDED BY SEALANT MANUFACTURER TO SUIT SAMPLE;AWI PREMIUM GRADE, LOW VOC, POLYURETHANE SYSTEM. EFFECTS TO COMPONENTS, SEALING SYSTEMS,AND SURROUNDING CONSTRUCTION. 3. PROVIDE LOCK STRIKES WITH MINIMUM PROJECTION TO PROTECT TRIM. subject to copyright protection as an"architectural work" APPLICATION. 6. WHERE REQUIRED TO MEET LABELING REQUIREMENTS, PROVIDE METAL ASTRAGALS b. DESIGN SYSTEM WITH PROVISIONS TO DRAIN MOISTURE TO THE EXTERIOR OF THE 4. PROVIDE WROUGHT BOXES FOR LOCKSETS AND DEADLOCKS. under sec. 102 of the copyright act, 17 U.S C. As 2. JOINT CLEANER: NON-CORROSIVE AND NON-STAINING TYPE, RECOMMENDED BY TO MEET RATING REQUIREMENTS FOR DOUBLE FIRE DOORS. SYSTEM. 5. PROVIDE DEADLOCKS WITH ARMORED FRONTS. amended January 2003. The protection includes, SEALANT MANUFACTURER;COMPATIBLE WITH JOINT FORMING MATERIALS. 7. FACTORY PRE-GLAZE DOORS. c. AIR INFILTRATION: SHALL NOT EXCEED .05 CFM PER SQUARE FOOT OF FIXED AREA 6. FUNCTION AS INDICATED IN HARDWARE GROUPS. composition (imitators, the overall form, is of the arrangement and composition of spaces, and elements of the design. 3. JOINT FILLER:CLOSED CELL POLYETHYLENE FOAM; ROUND PROFILE;THICKNESS: 130% 8. FLUSH DOOR BLOCKING: FOR FLUSH DOORS, PROVIDE SOLID LOCK BLOCKS AND WHEN TESTED IN ACCORDANCE WITH ASTM E 283. 7. DEAD BOLTS AT EXTERIOR DOORS SHALL HAVE A MINIMUM THROW OF 1 INCH AND Under such protection, unauthorized use of these OF JOINT WIDTH. SPECIAL BLOCKING AS REQUIRED FOR THE HARDWARE COMPONENTS SPECIFIED d. WATER INFILTRATION: NO WATER PENETRATION AT A TEST PRESSURE OF 6.24-LB/SQ MINIMUM EMBEDMENT OF 3/INCH. drawings and specifications may result in cessation of 4. BOND BREAKER: PRESSURE SENSITIVE TAPE RECOMMENDED BY SEALANT ELSEWHERE. BLOCKING FOR FIRE RATED DOORS SHALL MEET THE DOOR FT. WHEN MEASURED IN ACCORDANCE WITH ASTM E 331. 8. TYPES:AS INDICATED ON THE DRAWINGS. construction,building seizure,and/or monetary liability. MANUFACTURER TO SUIT APPLICATION. MANUFACTURER'S LABELING REQUIREMENTS. 2. WINDOW AND STOREFRONT STRUCTURAL DESIGN: M. ELECTRONIC HARDWARE 5. COMPRESSIBLE FOAM SEALANT: PRECOMPRESSED PREFACED SELF-ADHESIVE OPEN C. INSTALLATION: a. DESIGN AND SIZE MEMBERS TO WITHSTAND POSITIVE AND NEGATIVE WIND LOADS 1. TYPES:AS INDICATED ON THE DRAWINGS. CELL POLYURETHANE FOAM TAPE; "BACKERSEAL" BY EMSEAL JOINT SYSTEMS, LTD., 1. FIT AND PREPARE DOORS FOR INSTALLATION IN ACCORDANCE WITH THE DOOR AS REQUIRED BY THE CURRENTLY ENFORCED EDITION OF THE BUILDING CODE. N. DOOR CLOSERS: ARCHITECT: OR APPROVED. MANUFACTURER'S PRINTED INSTRUCTIONS. b. LIMIT MULLION DEFLECTION TO 1/175, OR FLEXURE LIMIT OF GLASS WITH FULL 1. MANUFACTURERS: + LLC D. PREPARATION: 2. PROVIDE CLEARANCES OF 1/8 INCH AT JAMBS AND HEADS AND 3/8 INCH FROM BOTTOM RECOVERY OF GLAZING MATERIALS,WHICHEVER IS LESS. a. OVERHEAD CLOSERS: LCN OR RIXSON. JLL Architecture, LL4.... 1. CLEAN AND PREPARE JOINTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. OF DOOR TO TOP OF DECORATIVE FLOOR FINISH OR COVERING, EXCEPT WHERE D. WARRANTY: FURNISH FIVE YEAR WRITTEN WARRANTY EXECUTED TO T-MOBILE, FROM THE b. FLOOR CLOSERS: LCN OR RIXSON. 0 REMOVE LOOSE MATERIALS AND OTHER FOREIGN MATTER WHICH MIGHT IMPAIR THRESHOLD IS SHOWN OR SCHEDULED PROVIDE 1/4 INCH CLEARANCE FROM BOTTOM MANUFACTURER OF THE STOREFRONT SYSTEM,AGAINST DEFECTS IN MATERIALS AND 2. ALL OVERHEAD CLOSERS TO BE MOUNTED ON INTERIOR SIDE OF DOOR. NO THRU 200 East Randolph Drive,Chicago, IL 60601 ADHESION OF SEALANT. OF DOOR TO TOP OF THRESHOLD. WORKMANSHIP, IN ACCORDANCE WITH DIVISION 1. BOLTS. 2. APPLY MASKING TIGHTLY AROUND JOINTS TO PROTECT ADJACENT SURFACES FROM E. MATERIALS: 3. PROVIDE MOUNTING BRACKETS AND PROPER LENGTH ARMS TO SUIT ALL CONDITIONS. 51 West 3rd,#201,Tempe,AZ 85281 EXCESS SEALANT. 083100 ACCESS DOORS AND PANELS 1. EXTRUDED ALUMINUM:ASTM B 221; 6063 T5 ALLOY AND TEMPER. PROVIDE ARM OPTIONS AS SCHEDULED OR RECOMMENDED BY MANUFACTURER. 3. PRIME AS REQUIRED FOR PROPER BOND TO SUBSTRATE MATERIALS. A. QUALITY ASSURANCE: 2. SHEET ALUMINUM:ASTM B 209; 5005-H32 ALLOY, OR APPROVED. FINISH SHALL MATCH LOCKSETS tel+1 480 626 6304 E. INSTALLATION: 1. WHERE ACCESS DOORS ARE INSTALLED IN CONSTRUCTION WITH AN HOURLY FIRE F. COMPONENTS: 4. SIZES SHALL BE AS RECOMMENDED BY THE MANUFACTURER. CLOSERS SHALL HAVE A fax+1 480 401 3602 1. PERFORM WORK IN ACCORDANCE WITH ASTM C1193, UNLESS SPECIFIED OTHERWISE RESISTANCE RATING, PROVIDE DOOR AND FRAME ASSEMBLIES LABELED BY 1. EXTERIOR STOREFRONT AND WINDOW FRAMING: 5-YEAR UNCONDITIONAL GUARANTEE. OR RECOMMENDED OTHERWISE BY THE SEALANT MANUFACTURER. UNDERWRITER'S LABORATORY,WARNOCK HERSEY, OR ANY OTHER TESTING a. PARTIAL REPLACEMENT:WHERE NEW ENTRANCE OR FRAMING IS INDICATED TO BE 5. PROVIDE STANDARD FULL COVERS AT OVERHEAD CLOSERS; FINISH TO MATCH ARMS, 2. SEALANT BEADS SHALL HAVE A SECTIONAL WIDTH TO DEPTH RATIO OF 2 TO 1, EXCEPT LABORATORY APPROVED BY THE LOCAL CODE AUTHORITIES TO MEET THE INSTALLED ALONG WITH EXISTING TO REMAIN, MATCH DIMENSIONS, PROFILE, UNLESS OTHERWISE INDICATED. THAT SEALANT TYPE PT SHALL BE INSTALLED FULL DEPTH WITHOUT BACKING. REQUIREMENTS OF THE FIRE RATED ASSEMBLY, GLAZING THICKNESS AND FINISH OF EXISTING ALUMINUM WINDOW FRAMING 6. CLOSURE PRESSURE: SET TO 5 POUNDS FOR BOTH EXTERIOR AND INTERIOR DOORS, 3. INSTALL TYPE PTNS SEALANT FULL DEPTH IN TILE EXPANSION JOINTS WITH NO B. ACCEPTABLE MANUFACTURERS: INDICATED TO REMAIN. PER CURRENT REQUIREMENTS OF THE AMERICANS WITH DISABILITIES ACT, UNLESS BACKER ROD. 1. MILCOR, INC., LIMA, OH. b. WHERE STOREFRONT SYSTEM AS INDICATED ON THE DRAWINGS IS NEW, PROVIDE REQUIRED OTHERWISE BY LOCAL JURISDICTIONAL AUTHORITIES. 4. TOOL JOINTS CONCAVE, UNLESS INDICATED OTHERWISE. FINISH FREE OF AIR 2. J.L. INDUSTRIES, BLOOMINGTON, MN. MANUFACTURER'S STANDARD NOMINAL 2"X 4"CENTER-GLAZED THERMALLY BROKEN 7. TYPES:AS INDICATED ON THE DRAWINGS. POCKETS, FOREIGN EMBEDDED MATTER, RIDGES,AND SAGS. 3. KARP ASSOCIATES, INC., MASPETH, NY. STOREFRONT FRAMING SYSTEM. 0. DOOR STOPS AND OVERHEAD STOPS:AS SCHEDULED. , f 5. PROTECT SEALANT IN JOINTS SUBJECT TO DIRT, MOISTURE,AND TRAFFIC DURING THE 4. MM SYSTEMS CORPORATION,TUCKER, GA. 2. INTERIOR(MALL) STOREFRONT AND WINDOW FRAMING: MANUFACTURER'S STANDARD 1. LOCATE FLOOR STOPS FREE FROM FOOT TRAFFIC. ff SEALANT CURING PROCESS. PROTECTION SHALL BE ABLE TO RESIST TRAFFIC WHILE 5. NYSTROM, MINNEAPOLIS, MN NOMINAL 2"X 4"CENTER-GLAZED NON-THERMALLY BROKEN STOREFRONT FRAMING 2. TYPES:AS INDICATED ON THE DRAWINGS. REMAINING SECURELY IN POSITION. C. DOOR TYPES: SYSTEM. P. PUSH/PULL BARS AND SETS:.ia�� _�� F. SCHEDULE: 1. FIRE RATED METAL ACCESS DOOR FOR USE AT RATED PARTITIONS: 3. ACCEPTABLE MANUFACTURERS: KAWNEER, YKK, EFCO,ARCADIA. UNLESS OTHERWISE 1. TYPES:AS INDICATED ON THE DRAWINGS. C iii 1. TYPE S: PROVIDE AT ALL EXTERIOR JOINTS UNLESS SPECIFIED OTHERWISE; a. FLUSH TYPE DESIGN. SPECIFIED Q. WEATHERSTRIP,THRESHOLDS, DOOR BOTTOM AND GASKETS: STANDARD COLORS AS SELECTED BY ARCHITECT. b. 16 GA FRAME; MINIMUM 20 GA STEEL WELDED PAN DOOR PANEL INSULATED WITH 4. DOORS: EXTRUDED ALUMINUM FRAME; MEDIUM STILE; PROVIDE WITH SPECIAL 10 INCH 1. MANUFACTURER: PEMKO MFG. CO., OR APPROVED EQUAL BY RIXSON. RUSSELL M. ,,A 2. TYPE PT: PROVIDE AT ALL EXTERIOR HORIZONTAL JOINTS SUBJECT TO TRAFFIC AND NON-COMBUSTIBLE FILLER HIGH BOTTOM RAIL. 2. TYPES:AS INDICATED ON THE DRAWINGS. BAUMANN el ABRASION; STANDARD COLORS AS SELECTED BY ARCHITECT. c. SELF CLOSING AND SELF LATCHING,WITH INTERIOR LATCH RELEASE 5. DOOR HARDWARE: R. MISCELLANEOUS: TEMPE, y 3. TYPE PTNS: PROVIDE AT ALL EXPANSION JOINTS IN TILE; CUSTOM COLORS TO MATCH d. FULLY CONCEALED PIN TYPE HINGES OR CONTINUOUS PIANO HINGE, 175 DEGREE a. PROVIDE MANUFACTURER'S STANDARD OFFSET PIVOT HINGES, UNLESS INDICATED 1. PROVIDE SILENCERS FOR ALL DOORJAMBS,3 FOR SINGLE JAMBS AND 4 FOR DOUBLE i AZ • GROUT SAMPLES SUBMITTED BY TILE INSTALLER. OPENING. OTHERWISE ON THE DRAWINGS. JAMBS. No. 6155 .� 4. TYPE A: PROVIDE AT ALL INTERIOR JOINTS, UNLESS SPECIFIED OTHERWISE; STANDARD e. RING TURN LATCH. b. MANUFACTURER'S STANDARD WEATHERSTRIPPING, INCLUDING BOTTOM SWEEP. 2. TYPES:AS INDICATED ON THE DRAWINGS. 111/07/2012 � COLORS TO MATCH ADJACENT CONSTRUCTION. 2. NON RATED METAL WALL AND CEILING ACCESS DOOR FOR USE AT BACK-OF-HOUSE c. BALANCE OF HARDWARE IS LISTED ON THE DRAWINGS. S. FURNISH FOR EACH DOOR THE ITEMS SCHEDULED WITHIN THE DESIGNATED HARDWARE ��� V �Lv (S)5. TYPE SM: PROVIDE AT JOINTS AROUND COUNTERTOPS IN BACH OF HOUSE(BOH)AND (BOH)AREAS: d. GLAZING BEADS: MANUFACTURER'S STANDARD EPDM OR NEOPRENE GLAZING GROUPS AS SHOWN ON THE DRAWINGS. OF Q RESTROOMS. a. FLUSH TYPE DESIGN. BEADS, FOR A COMPLETE WEATHERPROOF SEAL. FURNISH FOR INSTALLATION AS A T. ADJUSTMENTS AND TESTING: 05/2e/2018)b. 16 GA STEEL FRAME; 14 GA STEEL DOOR PANEL. PART OF THE WORK OF SECTION 088000. 1. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR TO c. FOR INSTALLATION IN DRYWALL: INTEGRAL ATTACHMENT FLANGE AND DRYWALL G. FABRICATION: ENSURE PROPER OPERATION OF FUNCTION OF EVERY UNIT. BEAD FOR FLUSH INSTALLATION. 1. FABRICATE FRAMES ALLOWING FOR SHIM SPACING AROUND PERIMETER OF 2. LUBRICATE MOVING PARTS WITH GRAPHITE TYPE LUBRICANT UNLESS OTHERWISE d. FULLY CONCEALED PIN TYPE HINGES OR CONTINUOUS PIANO HINGE, 175 DEGREE ASSEMBLY,YET ENABLING INSTALLATION. RECOMMENDED BY THE HARDWARE MANUFACTURER. OPENING. 2. RIGIDLY FIT JOINTS AND CORNERS.ACCURATELY FIT AND SECURE CORNERS TIGHT. 3. REPLACE UNITS WHICH CANNOT BE ADJUSTED AND LUBRICATED TO OPERATE FREELY CONSULTING ENGINEER: e. HARDWARE: SCREW DRIVER SLOT, QUARTER TURN CAM LOCK FOR INTERIOR MAKE CORNER JOINTS FLUSH, HAIRLINE,AND WEATHERPROOF. SEAL JOINTS WITH AND SMOOTHLY AS INTENDED FOR THE APPLICATION MADE. DIVISION 8 - OPENINGSLOCATIONS; 2'-0"O.C., MAXIMUM. SEALANT. 4. ADJUST CLOSER PRESSURES AS SPECIFIED IN SECTION 087100, UNLESS OTHERWISE 3. NON RATED CONCEALED DRYWALL ACCESS DOOR FOR USE AT SALES FLOOR AREAS: 3. PROVIDE DRAINAGE HOLES TO ALLOW WATER TO FLOW TO EXTERIOR. REQUIRED BY JURISDICTIONAL AUTHORITIES. a. RECESSED TYPE DESIGN. 4. PREPARE COMPONENTS TO RECEIVE ANCHORAGE DEVICES. FABRICATE ANCHORAGE 5. TESTING: 081113 HOLLOW METAL DOORS AND FRAMES b. MINIMUM 13 GA STEEL FRAME; MINIMUM 16 GA STEEL DOOR PANEL RECESSED TO ITEMS. a. TEST CLOSER FOR COMPLIANCE WITH REQUIREMENTS OF SECTION 087100, INCLUDING A. SUMMARY: RECEIVE DRYWALL. 5. PROVIDE INTERNAL REINFORCEMENT IN MULLIONS WITH MEMBERS TO MAINTAIN OPENING FORCE AND CLOSING SPEED REQUIRED BY JURISDICTIONAL AUTHORITIES. 1. INTERIOR DOOR FRAMES TO BE NOTED ON DOOR SCHEDULE PROVIDE"TIMELY"(OR c. INTEGRAL ATTACHMENT FLANGE AND DRYWALL BEAD FOR FLUSH INSTALLATION. RIGIDITY. PROVIDE REINFORCING AT ALL DOOR STRIKE JAMBS. b. PROVIDE TESTING DEVICE, OPERATE TEST AT EACH DOOR,AND PROVIDE A WRITTEN EQUAL) PRE-FINISHED DOOR FRAME SYSTEMS(METAL) FOR d. FULLY CONCEALED PIVOT ROD HINGE. 6. FABRICATE STOREFRONT SYSTEM TO ACCOMMODATE HARDWARE USING TEMPLATES REPORT ON RESULTS OF TESTS. 2. EXTERIOR DOORS AND FRAMES,WHEN INDICATED ON THE DRAWINGS. e. LATCHES: SCREW DRIVER OPERATED CAM LATCH. FURNISHED FROM SECTION 087100. c. TESTING DEVICE SHALL REMAIN IN THE POSSESSION OF T-MOBILE. B. REGULATORY REQUIREMENTS: 7. FABRICATE CUSTOM EXTRUSIONS, CLOSURES,AND SHEET MATERIALS TO THE SHAPES A 1. WHERE REQUIRED, INSTALLED FRAME AND DOOR ASSEMBLY SHALL CONFORM TO 4. HIGH-SECURITY WALL ACCESS DOOR: INDICATED; FABRICATE FOR ATTACHMENT WITH CONCEALED FASTENERS TO THE 087300 DOOR AND HARDWARE INSTALLATION DESCRIPTION DATE NFPA 80 FOR FIRE RATED CLASS INDICATED. a. KARP ASSOCIATES, INC., "DSB-123SD SECURITY ACCESS DOOR," NYSTROM "HS-GMZ" GREATEST POSSIBLE EXTENT. A. QUALITY ASSURANCE: INSTALLERS OF DOORS AND FINISH HARDWARE SHALL BE SKILLED 2. WHERE DOORS ARE NOTED WITH AN HOURLY FIRE RESISTANCE RATING, PROVIDE OR APPROVED. H. FINISH: MECHANICS REGULARLY EMPLOYED IN THE DOOR HARDWARE INDUSTRY AND DOOR AND FRAME ASSEMBLIES LABELED BY UNDERWRITER'S LABORATORY(UL), OR b. SIZE: 24 IN X 24 IN. 1. ANODIZED FINISH: MANUFACTURER'S STANDARD ANODIZED FINISH; .7 MIL MINIMUM EXPERIENCED IN THE INSTALLATION OF DOORS AND DOOR HARDWARE. ANOTHER TESTING LABORATORY APPROVED BY THE LOCAL CODE AUTHORITIES,TO c. FRAMES:3/16"X 2"X 2"ANGLE WELDED WITH JOINTS GROUND SMOOTH;APPLIED 1/8" THICKNESS; CLEAR, UNLESS INDICATED OTHERWISE ON THE DRAWINGS. PROVIDE AT B. DOORS, FRAMES,AND HARDWARE: SPECIFIED IN OTHER SECTIONS. MEET THE HOURLY FIRE RATING NOTED.ASSEMBLIES SHALL MEET CODE X 1"X 1"STOP ON FOUR SIDES. ALL EXPOSED ALUMINUM SURFACES. C. DOOR AND HARDWARE INSTALLATION to REQUIREMENTS FOR POSITIVE PRESSURE WHEN REQUIRED. d. DOOR: 10 GA STEEL PLATE. I. INSTALLATION: 1. FIT AND PREPARE DOORS FOR INSTALLATION IN ACCORDANCE WITH THE DOOR 3. INCLUDE "S" LABEL ON FIRE RATED DOOR ASSEMBLIES LOCATED AT 1 HOUR RATED e. HINGES: PROVIDE FULLY CONCEALED HINGE(S). 1. INSTALL FRAMES, DOORS,AND HARDWARE IN ACCORDANCE WITH MANUFACTURER'S MANUFACTURER'S PRINTED INSTRUCTIONS. EXIT CORRIDORS. f. LOCK: PREPARED FOR INTERCHANGEABLE 5-PIN CYLINDER LOCK,AS SPECIFIED IN INSTRUCTIONS. 2. INSTALL DOORS PLUMB AND SQUARE. C. QUALITY ASSURANCE: SECTION 087100. 2. USE ANCHORAGE DEVICES TO SECURELY ATTACH FRAME TO STRUCTURE. 3. PROVIDE CLEARANCES OF 1/8 INCH AT JAMBS AND HEADS, 1/8 INCH AT MEETING 1. CONFORM TO REQUIREMENTS OF ANSI A250.8. g. WEATHERSTRIP: PROVIDE CONTINUOUS SEAL AS NECESSARY TO MAINTAIN 3. ALIGN FRAMES PLUMB AND LEVEL, FREE OF WARP OR TWIST. MAINTAIN DIMENSIONAL STILES FOR PAIRS OF DOORS,AND 1/2 INCH FROM BOTTOM OF DOOR TO TOP OF D. ACCEPTABLE MANUFACTURERS: MEMBERS OF THE STEEL DOOR INSTITUTE AND OF THE ASSEMBLY WATERTIGHT WHEN CLOSED. TOLERANCES,ALIGNING WITH ADJACENT WORK. DECORATIVE FLOOR FINISH OR COVERING, EXCEPT WHERE THRESHOLD IS SHOWN OR NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS, SUBJECT TO h. FINISH: FACTORY PRIMED FOR FIELD FINISH WITH MANUFACTURER'S STANDARD 4. INSTALL ALUMINUM FLASHINGS AT HEAD AND SILL. FINISH TO MATCH STOREFRONT SCHEDULED PROVIDE 1/4-INCH CLEARANCE FROM BOTTOM OF DOOR TO TOP OF COMPLIANCE WITH SPECIFIED REQUIREMENTS. RUST-INHIBITIVE POWDER COAT, COLOR TO MATCH ADJACENT CONSTRUCTION. AND WINDOWS. THRESHOLD. E. MATERIALS: STEEL SHEET, COLD ROLLED ASTM A366, OR HOT ROLLED PICKLED AND OILED D. MINIMUM SIZES: PROVIDE ACCESS DOORS IN SIZES INDICATED. WHEN NOT INDICATED OR 5. PERIMETER SEALANT IS PROVIDED UNDER SECTION 079200. 4. INSTALL ROSES, KICK PLATES, CLOSERS,AND OTHER SURFACE MOUNTED HARDWARE SHEET CONFORMING TO ASTM A 569, MINIMUM 30% RECYCLED CONTENT. SPECIFIED OTHERWISE, PROVIDE 12"X 12"SIZE FOR HAND ACCESS,AND 24"X 24"SIZE FOR 6. ADJUST HARDWARE INSTALLED IN THIS SECTION FOR SMOOTH OPERATION. ONLY AFTER DOOR FINISHING IS COMPLETE AND FINISHES ARE COMPLETELY CURED. F. INTERIOR DOOR CONSTRUCTION: MAN ENTRY. 7. PROTECT ALUMINUM FROM DISSIMILAR MATERIALS WITH A COATING OF BITUMINOUS 5. FIT HOLLOW METAL DOORS IN ACCORDANCE WITH SDI 100. 1. ANSI A250.8; SEAMLESS; MINIMUM 18 GA FACE SHEETS, 16 GA AT INVENTORY ROOM. E. INSTALLATION: PAINT,A MINIMUM 1-MIL THICKNESS OF ZINC CHROMATE PRIMER, PLASTIC SEPARATOR 6. FINISH HARDWARE INSTALLATION 2. CORE:VERTICAL STEEL STIFFENERS WITH SOUND DEADENING FILL BETWEEN 1. PROVIDE ACCESS DOORS IN THE LOCATIONS INDICATED,AND FOR ACCESS TO MATERIALS, OR ISOLATION TAPE. KEEP ISOLATION MATERIALS UNEXPOSED TO VIEW. a. INSTALLER SHALL RECEIVE DELIVERY AND UNPACK,TAG, INDEX,AND FILE ALL KEYS. STIFFENERS, OR RESIN IMPREGNATED KRAFT PAPER HONEY COMB CORE. BALANCING AND FIRE DAMPERS,TRAP PRIMERS,VALVES, FANS,TERMINAL UNITS,AND KEEP HARDWARE IN A SEPARATE ROOM UNDER LOCK AND KEY AT THE SITE UNTIL 3. PROVIDE CONTINUOUSLY WELDED SEAMLESS EDGES. NO PLASTIC FILLERS WILL BE OTHER EQUIPMENT REQUIRING PERIODIC INSPECTION THROUGH FINISHED WALLS OR 087100 DOOR HARDWARE INSTALLATION IS MADE. ACCEPTED. CEILING,WHETHER INDICATED OR NOT. A. SUPPLIER: FINISH HARDWARE SHALL BE SUPPLIED BY RECOGNIZED BUILDERS' HARDWARE b. VERIFY ALL DIMENSIONS AND BE RESPONSIBLE FOR THE CORRECT INSTALLATION AND LlJ G. EXTERIOR DOOR CONSTRUCTION: 2. COORDINATE ACCESS REQUIREMENTS WITH OTHER TRADES. SUPPLIER WHO HAS BEEN FURNISHING HARDWARE IN THE SAME AREA AS THE PROJECT FIT OF HARDWARE AT THE LOCATIONS INDICATED ON THE DRAWINGS AND AS SPECIFIED. Ct 1. ANSI A250.8; SEAMLESS; MINIMUM 16 GA FACE SHEETS. 3. PROVIDE CONCEALED DRYWALL ACCESS DOORS UNLESS FIRE RATED ACCESS DOORS FOR A PERIOD OF NOT LESS THAN TWO YEARS.THE SUPPLIER'S ORGANIZATION SHALL c. INSTALL EACH HARDWARE ITEM IN COMPLIANCE WITH THE MANUFACTURER'S 2. CORE: POLYSTYRENE OR POLYURETHANE FOAM CORE. ARE REQUIRED BECAUSE OF FIRE RATED CONSTRUCTION. INCLUDE A MEMBER OF THE AMERICAN SOCIETY OF ARCHITECTURAL HARDWARE INSTRUCTIONS AND RECOMMENDATIONS. 3. SPECIAL CONSTRUCTION REQUIREMENTS: CONSULTANTS WHO IS AVAILABLE AT ALL REASONABLE TIMES DURING THE COURSE OF d. WHEREVER CUTTING AND FITTING ARE REQUIRED TO INSTALL HARDWARE ONTO OR INTO a. PROVIDE CONTINUOUSLY WELDED SEAMLESS EDGES. NO PLASTIC FILLERS WILL BE 083326 OVERHEAD COILING SHUTTERS THE WORK TO MEET WITH T-MOBILE,ARCHITECT OR CONTRACTOR FOR PROJECT SURFACES WHICH ARE LATER TO BE PAINTED OR FINISHED IN ANOTHER WAY, INSTALL ACCEPTED. A. OVERHEAD COILING SHUTTER ASSEMBLIES SHALL INCLUDE SHUTTERS, GUIDES, HARDWARE CONSULTATION. EACH ITEM COMPLETELY AND THEN REMOVE AND STORE IN A SECURE PLACE DURING b. CLOSE TOP EDGES OF EXTERIOR DOORS FLUSH WITH STEEL FILLER CAP; SEAL JOINTS BRACKETS, COUNTERBALANCE, HOOD, MOTOR, CONTROL MECHANISMS,AND OTHER B. INSTALLER: FINISH HARDWARE SHALL BE INSTALLED ONLY BY EXPERIENCED TRADESMEN THE FINISH APPLICATION.AFTER COMPLETION OF THE FINISHES, REINSTALL EACH ITEM. ��^^ WATERTIGHT. ACCESSORIES REQUIRED FOR A COMPLETE INSTALLATION. IN COMPLIANCE WITH TRADE UNION JURISDICTIONS, EITHER AT THE DOOR AND FRAME DO NOT INSTALL SURFACE-MOUNTED ITEMS UNTIL FINISHES HAVE BEEN COMPLETED ON vJ c. CUT MORTISES FOR BUTTS USING APPROPRIATE TEMPLATES; UNIVERSAL NON-HANDED B. QUALITY ASSURANCE FABRICATION PLANT OR AT THE PROJECT SITE. THE SUBSTRATE. W PREPARATION OF DOORS IS NOT ACCEPTABLE. 1. INSTALLERS: INSTALLATION SHALL BE PERFORMED BY A FACTORY TRAINED AND C. CODES: e. HARDWARE MOUNTING HEIGHTS:AS INDICATED.WHERE NOT INDICATED, COMPLY WITH Et C) LL H. FRAMES: AUTHORIZED REPRESENTATIVE. 1. ALL FINISH HARDWARE SHALL COMPLY WITH APPLICABLE LOCAL AND/OR STATE RECOMMENDATIONS OF THE NATIONAL BUILDERS HARDWARE ASSOCIATION (NBHA). 1. DESIGN: DOUBLE RABBET, EXCEPT FLAT, CASED OPENING FRAME WHERE INDICATED C. APPROVED MANUFACTURER(ONE OF THE FOLLOWING, NO SUBSTITUTIONS): CURRENT BUILDING CODES. 7. ADJUSTMENT AND CLEANING:ADJUST AND CHECK EACH OPERATING ITEM OF O N ON PLANS, UNLESS SPECIFIED OR INDICATED OTHERWISE; FULLY WELDED. 1. QMI SECURITY SOLUTIONS(ITASCA IL;630-529-7111) 2. HARDWARE FOR FIRE-RATED OPENINGS SHALL ALSO BE IN COMPLIANCE WITH ALL HARDWARE AND EACH DOOR TO ENSURE PROPER OPERATION OF FUNCTION OF I- N 2. GAS: 2. NSBS(800-804-0059) FOR EXTERIOR GRILLS ONLY. FIRE BUILDING CODES APPLICABLE TO THE DISTRICT IN WHICH THE BUILDING IS EVERY UNIT. LUBRICATE MOVING PARTS WITH GRAPHITE TYPE LUBRICANT UNLESS D 0 r".. CO a. EXTERIOR FRAMES: MINIMUM 14 GA. D. SHUTTER TYPE:AS INDICATED AND IN ACCORDANCE WITH T-MOBILE NATIONAL ACCOUNT LOCATED. PROVIDE ONLY HARDWARE WHICH HAS BEEN TESTED AND LISTED BY UL OTHERWISE RECOMMENDED BY THE HARDWARE MANUFACTURER. REPLACE UNITS b. INTERIOR FRAMES: MINIMUM 16 GA FOR FRAMES OF DOOR OPENINGS UP TO AND REQUIREMENTS. FOR THE TYPES AND SIZES OF DOORS REQUIRED,AND WHICH COMPLIES WITH THE WHICH CANNOT BE ADJUSTED AND LUBRICATED TO OPERATE FREELY AND SMOOTHLY r� Z INCLUDING 4 FEET IN WIDTH;14 GA FOR FRAMES GREATER THAN 4 FEET IN WIDTH. E. EXAMINATION REQUIREMENTS OF THE DOOR AND DOORFRAME LABELS. AS INTENDED FOR THE APPLICATION MADE. VJ - E O A. FINISH: 1. PRIOR TO STARTING WORK, CAREFULLY INSPECT INSTALLED WORK OF OTHER TRADES 3. PROVIDE SMOKE SEALS AS REQUIRED AT EACH FIRE-RATED OPENING. I 1. INTERIOR FRAMES: MANUFACTURER'S STANDARD RUST-INHIBITIVE PRIMER. AND VERIFY THAT SUCH WORK IS COMPLETE TO THE POINT WHERE WORK OF THIS D. DELIVERY: DELIVER ALL HARDWARE IN MANUFACTURERS'ORIGINAL UNOPENED 088000 GLAZING 2. EXTERIOR FRAMES: HOT DIP GALVANIZED ZINC COATING CONFORMING TO ASTM A653 SECTION MAY PROPERLY COMMENCE. NOTIFY THE ARCHITECT IN WRITING OF UNDAMAGED PACKAGES, CLEARLY IDENTIFYING MANUFACTURER, BRAND NAME,AND A. GLASS: PROVIDE THE FOLLOWING GLASS AS SCHEDULED ON THE DRAWINGS: 0 0") A60(.60 OZ/SQ FT. COATING WEIGHT),WITH MANUFACTURER'S STANDARD PRIMER TO CONDITIONS DETRIMENTAL TO THE PROPER AND TIMELY COMPLETION OF THE WORK. CONTENTS. 1. CLEAR GLASS:ASTM C1036,TYPE I, CLASS 1, CLEAR, QUALITY Q3 GLAZING SELECT. CD Q Q RECEIVE COATING SYSTEM SPECIFIED IN SECTION 099000. 2. DO NOT BEGIN INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE RESOLVED. E. IN ADDITION TO REQUIRED ONE YEAR WARRANTY UNDER CONDITIONS OF THE CONTRACT, B. PLASTIC GLAZING:ACRYLIC PANEL AS SCHEDULED ON THE DRAWINGS. U a J. INSTALLATION OF FRAMES: BEGINNING WORK CONSTITUTES ACCEPTANCE OF SITE CONDITIONS AND FURNISH 5-YEAR UNCONDITIONAL GUARANTEES FOR ALL DOOR CLOSERS, UNDER C. ACCESSORIES: //� 1. INSTALL FRAMES IN ACCORDANCE WITH SDI-105 AND IN ACCORDANCE WITH LABELING RESPONSIBILITY FOR DEFECTIVE INSTALLATION CAUSED BY PRIOR OBSERVABLE PROVISIONS OF DIVISION 1. 1. SILICONE SEALANT: DOW CORNING"795";CLEAR COLOR. L1y,� Z Z" 9�1► REQUIREMENTS. CONDITIONS. F. FACTORY REPRESENTATIVES FOR DOOR CLOSERS, EXIT BOLTS,AND LOCKSETS SHALL BE 2. SETTING BLOCKS:COMPATIBLE WITH SILICONE SEALANTS;70-90 SHORE A HARDNESS. �"' LL. 2. COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT. F. INSTALLATION AVAILABLE DURING THE CONSTRUCTION TO INSTRUCT THE CONTRACTOR ON THE PROPER 3. SPACERS: COMPATIBLE WITH SILICONE SEALANT. t ' U") /� "`'• 3. INSTALLATION TOLERANCES; MAXIMUM DIAGONAL DISTORTION: 1/16 INCH MEASURED 1. INSTALL SHUTTER AND OPERATING EQUIPMENT COMPLETE WITH ACCESSORIES IN METHOD OF INSTALLATION OF THEIR MATERIALS.THEY SHALL INSPECT AND ADJUST THEIR 4. GLAZING TAPE:TREMCO"CCN" SPONGE, OR APPROVED. T W vJ J WITH 4. DOOR AND STRAIGHT HARDWARE ICORNER NSTALLATOION0RNER. ACCORDANCE IS SPECIFIED IN SECTION 087300. RECOMMENDATIONS.APPROVED SHOP DRAWINGS,AND MANUFACTURER'S MATERIALS AT THE MANUALS TO T MOBILEMPLETION OF THE WORK,AND SUPPLY PROPER MAINTENANCE 5. DRAVi�NGSG HCNEAR ANODIZED FNELS: DNiSHALUMINUM; PROFILE AS INDICATED ON THE •.i�^- � � �'-" G. FIELD QUALITY CONTROL G. FURNISH 2 SETS OF SPECIAL TOOLS FOR INSTALLATION AND MAINTENANCE OF D. FABRICATION: 00 Et Om 081400 WOOD DOORS 1. VERIFY THAT MOVING PARTS OPERATE SMOOTHLY,COILING SHUTTERS ARE FREE HARDWARE.TOOLS FOR MAINTENANCE AND ADJUSTMENTS ARE TO BE DELIVERED TO 1. INSULATING GLASS UNITS: LL i) 0 A. SOLID CORE FLUSH DOORS: FROM WARP, TWISTS, OR DISTORTION, SHUTTERS REMAIN IN REQUIRED POSITION, T-MOBILE UPON COMPLETION OF THE WORK. a. DUAL LITE UNITS FABRICATED FROM GLASS AS SCHEDULED; 1/2 INCH NOMINAL AIRSPACE; > rn CD nCO Q 1. 1.APPROVED MANUFACTURERS: ONE OF THE FOLLOWING. AND SAFETY FEATURES FUNCTION PROPERLY. H. IN GENERAL, UNLESS OTHERWISE INDICATED, FINISHES SHALL BE SATIN CHROME US26D. DUAL SEAL SYSTEM. vJ El. a. ALGOMA HARDWOODS, INC. (ALGOMA WI; 920-487-5221;800-678-8910). 2. REPAIR DAMAGE TO OVERHEAD COILING SHUTTERS TO MATCH MANUFACTURER'S I. GENERAL: CONSTRUCTION MASTERKEY ALL LOCKSETS AND CYLINDER ITEMS; PROVIDE 6 b. TWIN SEALS; POLYISOBUTYLENE PRIMARY SEAL AND SILICONE SECONDARY SEAL. OUTER b. EGGERS INDUSTRIES(TWO RIVERS WI;920-793-1351). ORIGINAL FINISH. REPLACE COMPONENTS WHICH CANNOT BE PROPERLY REPAIRED. CONSTRUCTION MASTERKEYS. SEAL SHALL BE COMPATIBLE WITH GLAZING SYSTEM. c. VANCOUVER DOOR(PUYALLUP WA,800-999-3667) 3. ADJUST MECHANISM SO MOVING PARTS OPERATE SMOOTHLY. J. KEYING: CONTRACTOR SHALL BE RESPONSIBLE FOR FINAL KEYING,AS FOLLOWS: c. SPACER BAR: MILL FINISH ALUMINUM; FILL WITH DESICCANT;CORNERS SHALL BE MDC d. OREGON DOOR(WINSTON OR, 800-722-7269) H. COLOR 1. CONSULT WITH T-MOBILE'S AUTHORIZED REPRESENTATIVE AND PREPARE DETAILED PARTIALLY MITER CUT AND BENT(NOT CUT THROUGH), OR FORMED WITH CORNER KEYS 2. AWI SECTION 1300, PREMIUM GRADE. 1. PROVIDE ANODIZED ALUMINUM FINISH, REGARDLESS OF STOREFRONT WINDOW KEYING SCHEDULE ACCORDINGLY.T-MOBILE'S REPRESENTATIVE WILL COORDINATE ULTRASONICALLY SOLDERED IN PLACE. CORP - RELO 3. CORE: UREA-FORMALDEHYDE FREE, SOLID PARTICLE BOARD CORE, UNLESS COLOR. KEYING REQUIREMENTS WITH AUTHORIZED REPRESENTATIVE OF HARDWARE d. CERTIFIED THROUGH THE INSULATING GLASS CERTIFICATION COUNCIL(IG.C.C) IN REQUIRED OTHERWISE FOR FIRE LABELING REQUIREMENTS. SUPPLIER. ACCORDANCE WITH ASTM E773 AND E774; CERTIFIED TO LEVEL CBA. 4. AWI PC-5(5 OR 7 PLY CONSTRUCTION). 084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS 2. STAMP"DO NOT DUPLICATE"ON ALL KEYS. e. EACH PIECE SHALL BEAR CERTIFICATION NUMBER, DATE,AND MANUFACTURER'S 7647 5. PROVIDE LABELED DOORS AS REQUIRED TO MEET THE HOURLY FIRE RATING A. SUMMARY: K. BUTTS: IDENTIFICATION MARK. INDICATED. 1. EXTERIOR ALUMINUM FRAMED STOREFRONT AND WINDOW SYSTEMS. 1. IN THE FOLLOWING PARAGRAPHS WHERE HAGER NUMBERS ARE LISTED, EQUIVALENT 2. TEMPERED AND HEAT STRENGTHENED GLASS: CONSTRUCTION DRAWINGS II 6. WHERE INTUMESCENT SEALS ARE REQUIRED TO MEET POSITIVE PRESSURE LABELING 2. INTERIOR ALUMINUM FRAMED STOREFRONT SYSTEMS. ITEMS OF LAWRENCE, MCKINNEY SALES COMPANY, OR THE STANLEY WORKS MAY BE a. TEMPERED GLASS: GLASS WHICH HAS BEEN HEAT TREATED TO STRENGTHEN GLASS IN - REQUIREMENTS, PROVIDE CONCEALED EDGE SEALING SYSTEM BUILT INTO THE DOOR 3. ALUMINUM FRAMED GLASS DOORS. SUPPLIED. BENDING TO NOT LESS THAN 4 TIMES THE ANNEALED STRENGTH; CERTIFIED SAFETY EDGE. B. REFERENCES: 2. EXTERIOR DOORS(OUTSWING)38"WIDE OR LESS SHALL HAVE HAGER BB1191 BUTTS, GLASS IN ACCORDANCE WITH ANSI Z97.1. 7. 1-3/4 INCH THICK, UNLESS SCHEDULED OTHERWISE. 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS(ASTM): SIZE 4 1/2 X 4 1/2. b. HEAT STRENGTHENED GLASS:ASTM C1048; GLASS WHICH HAS BEEN HEAT TREATED TO 8. FRAMES: PROVIDED UNDER SECTION 081113. 2. B209-ALUMINUM AND ALUMINUM ALLOY SHEET AND PLATE. 3. INTERIOR DOORS 38"WIDE OR LESS SHALL HAVE HAGER BB1279 BUTTS, SIZE 4 1/2 X 4 STRENGTHEN GLASS IN BENDING TO NOT LESS THAN 2 TIMES ANNEALED STRENGTH. DATE: 8/23/2018 B. FABRICATION: 3. B221 -ALUMINUM ALLOY EXTRUDED BARS, RODS,WIRE, SHAPES,AND TUBES. 1/2. c. FABRICATE TEMPERED AND HEAT STRENGTHENED GLASS UNITS SO THAT PRINCIPLE 1. FABRICATE DOORS TO THE CONFIGURATIONS INDICATED, IN ACCORDANCE WITH THE 4. E283-RATE OF AIR LEAKAGE THROUGH EXTERIOR WINDOWS, CURTAIN WALLS,AND 4. PROVIDE BUTTS ON EXTERIOR DOORS WITH NON-REMOVABLE PINS (SET SCREW IN DISTORTION WILL BE IN THE HORIZONTAL DIRECTION IN THE FINISHED INSTALLATION. SCALE: AS SHOWN AWI STANDARDS SPECIFIED,AND TO FIRE RATED LABELING REQUIREMENTS.ATTACH DOORS. BARREL, PIN NON-REMOVABLE WHEN DOOR IS CLOSED),AND SAFETY STUD. d. UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL, PROVIDE MANUFACTURER'S DRAWN BY: LEO V. FIRE RATING LABELS. 5. E330-STRUCTURAL PERFORMANCE OF EXTERIOR WINDOWS, CURTAIN WALLS,AND 5. PROVIDE FULL THREADED WOOD SCREWS FOR WOOD DOORS AND/OR JAMBS. LABEL ON EACH LIGHT, INDICATING TYPE AND THICKNESS OF GLASS. PROJECT No.: TM0422 r 2. BEVEL LOCK AND HINGE EDGES 1/8 INCH IN 2 INCHES ON ALL SINGLE ACTING DOORS. DOORS BY UNIFORM STATIC AIR PRESSURE DIFFERENCE. 6. BUTT WIDTHS LISTED ARE MINIMUM. PROVIDE BUTTS OF WIDER THROW TO SUITE SHEET: CONDITIONS FOR 180° OPATION OF DOORS STRI ICTURAL CONDITIONS PEEMITTINC, . A703 1 2 I 3 I 4 1 I | |2 _ � 3 � 4 . � . w � ��� • • � . . DIVISION 8 - OPENINGS � ���" DIVISION 9 - FINISHES CONT " DIVISION 9 - FINISHES CONT" DIVISION 9 - FINISHES CONT , 12g20SE%0hSTREET BELLEVUE,WA 98006 vmmw.t-mom|ocnm 092200 LIGHT GAGE METAL SUPPORT FRAMING e. SPACE FURRING CHANNELS 16" O.C.WTH SPLICES LAPPED 12", MINIMUM AND TIED; CLIP 092900 GYPSUM BOARD E.COMPLY WTH UBC REQUIREMENTS FOR IDENTIFICATION AND LABELING OF A. SUMMARY: INTERIOR PARTITION, CEILING, AND SOFFIT CONSTRUCTION, NOT COVERED BY OR SADDLE TIE TO RUNNER CHANNELS WTH 16-GAGE TIE WRE. A. QUALITY CONTROL: SAFETY-GLAZING MATERIALS IN HAZARDOUS LOCATIONS SUBJECT TO HUMAN IMPACT SECTION 054000. f. WHERE OVERHEAD OBSTRUCTIONS PREVENT THE REGULAR SPACING OF HANGERS, 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED.ASSEMBLIES LOADS. B. SYSTEM DESCRIPTION: PROVIDE SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. COPYRIGHT NOTICE: 3. GLAZING CLIPS: 1. STRUCTURAL DESIGN: SUSPENSION SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND RELATED B. MATERIALS: These drawings and specifications are a. PROVIDE GLAZING {�UPSASINDICATED|NDRAV0N{�S a. SELECT FRAK4!NG8YSTEK8S. GAGES, SUPPORTS, BRACING,AND CONNECTIONS AS FRAW1|NGCOK8PONENTSASRE{�U|REDTOSPAN THE RE(JU|REDDISTANCE. 1. SYNTHETIC GYpSUK8BOARD: ouwe�moomr�mn�a�mnoeon"architectural ~p`' b. {�.R. LAURENCECO.. |N��.:0UDE{�REE; F|N|SH: P(�LiSHEOSTA|NLESS; PRODUCT: K8FC34'2^ NECESSARY TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED. 6. STABILIZE SUSPENDED CEILING, SOFFIT,AND FASCIA FRAMING AGAINST LATERAL a. MANUFACTURERS: NATIONAL GYPSUM CO."GOLD BOND BRANCr; USG CORPOR/Q'|ON. under ^«� 1«cmme «»Pv^nmact 1ruS.C. As DIA. b. PARTITION FRAK8|NGSHALL{�ONFORK8TOTHE VNDTHSINDICATED, UNLESS APPROVED K8OVEK�ENTBYK8EANSOFDIAGONAL BRACING.ATLOCATIONS VVHEREPARTITIONS ^SHEETROCKBRANO^;TEK�PLE'|NLANOGYPSUK�.^SYNTHET|CGYPSUK�.^ amended January 2003. The protection includes, without limitation, the overall form, arrangement and c. � R� LAUREN{ �CO |NC'' 135DE[ �EE� F|N|SH� POL|SHED �TA|NLESS� PRODU�T' KF�38- ]THERVNSE� P� OV|OETH|�KERGAGESANDDECREASEOSTUDSPAC|NGASNE�E�SARY EXTEND�OCBUNG' }NLY' |NSTALLSUPPLEkENTARYBRAC|NGAT �AX|WUk8'-O"O�O.C.� b. 50|N�HTH|C�UNLESSNJTEDOTHERV 'SE� PROV|O�TYPEX |NF|RER/�EOPA�T|T|ONS� composition of opaueo, and elements of the design. 2" DIA. TO MEET THE DESIGN REQUIREMENTS. ALONG LENGTH OF PARTITION,AND ABOVE EACH DOOR HINGE AND STRIKE JAMB. c. STANDARD BOARD:ASTM C36. Under such nmtem/on, unauthorized use of these d. C.R. LAURENCE CO., INC.: 180 DEGREE; FINISH: POLISHED STAINLESS; PRODUCT: MFC30- 2. DESIGN LOADS: T. FORW1DPEN|NGS |NCE|L|NGGANDFRAK8EOPEN|N8SFORRECESSEDL|GHTF|XTURES 2. ACCESSORIES: u��»onand n specifications um cessation of 2" DIA. a. |NTER0RCBL|N��ASSEK88L|ES: 5POUNDS PER SQUARE FOOT UN|FORK� LIVE LOAD, PLUS /�RDIFFUSERS,ACCESS DOORS, H/g-CHES. ETC ' a. TRIM: CONCEALED FLANGE SCREW-ON TYPE; METAL; GA 216. construction,building seizure,and/or monetary liability. F.PREPARATION: DEAD LOADS. 8. INSTALL SUPPLEMENTARY HANGER WRES FOR SUPPORT OF CEILING MOUNTED b. JOINT COMPOUND,TAPE,AND FINISHING COMPOUND: ASTM C475 AND GA 216. 1. CLEAN CONTACT SURFACES AND WIPE DRY. b. INTERIOR PARTITIONS: 5 POUNDS PER SQUARE FOOT UNIFORM LIVE LATERAL LOAD. EQUIPMENT, c. SCREWS:ASTM C1002. 2. SEAL FRAME CORNER JOINTS,AND OTHER LEAKAGE POINTS WTH SEALANT.AT c. EXTERIOR SOFFITS: 25 POUNDS PER SQUARE FOOT UNIFORM LIVE LOAD. G.BACKING: d. PROPRIETARY SKIM COAT: USG"TUFF-HIDE SHEETROCK BRAND PR1MER-SURFACER." ARCHITECT: INSULATING GLASS UNITS THE SEALANT SHALL BE COMPATIBLE WTH THE SEAL OF 3. DEFLECTION REQUIREMENTS: MAXIMUM OF 11240 THE SPAN, EXCEPT MAXIMUM 1/360 1. PROVIDE STEEL BACKING WHERE INDICATED.AT CONTRACTOR'S OPTION STEEL C. INSTALLATION: THE UNIT. DO NOT PLUG WEEP HOLES. AT TILE. BACKING PLATES MAY BE SUBSTITUTED FOR WOOD BLOCKING, EXCEPT WOOD 1. INSTALLATION STANDARD: UNLESS SPECIFIED OTHER'IMSE, PERFORM WORK IN � � Architecture LLC3. PRIME SURFACES SCHEDULED TORECEIVE SEALANT, UNLESS OTHERVNSE C. CODE REQUIREMENTS: BLOCKING SHALL BE USED Al THE FOLLOWNG LOCATIONS: HANDRAILS, GUARDRAILS, ACCORDANCE V0THGYPSUM ASSOCIATION 21G."RECOMMENDED SPECIFICATIONS FOR / 0 RECOMMENDED BY THE SEALANT MANUFACTURER. 1. PROVIDE ASSEMBLIES MEETING THE HOURLY FIRE RATINGS INDICATED AND GRAB BARS,AND SIMILAR SAFETY ITEMS. THE APPLICATION AND FINISHING OF GYPSUM WALLBOARD." F.INSTALLATION: SPECIFIED.ASSEMBLIES SHALL BEEN TESTED IN ACCORDANCE VVITH ASTM E119,AND 2. UNLESS INDICATED OTHERWiSE, STEEL BACKING SHALL CONSIST OF MINIMUM 4 INCH 2. INSTALL WATER RESISTANT BOARD RESTROOM WALLS AS A SUBSTRATE FOR 200 East Randolph Drive,Chicago,IL 60601 1. UNLESS SPECIFIED OTHERWISE, GLAZE IN ACCORDANCE WiTH THE CURRENT EDITION SHALL BE APPROVED BY THE LOCAL JURISDICTIONAL CODE AUTHORITIES. WIDE 16 GAGE STEEL PLATE SCREWED RIGIDLY TO THE STUDS. SURFACES 51 West 3rd,#201, Tempe,AZ 85281 OF GLASS ASSOCIATION OF NORTH AMERICA(GANA): GLAZING MANUAL. 2. COORDINATE INSTALLATION OF OTHER MATERIALS WHICH ARE A PART EACH H.INSTALLATION TOLERANCES: 3. SCREW FASTEN BOARD TO FRAMING, UNLESS APPROVED OTHERWISE. 2. SETTING BLOCKS: PLACE SETTING BLOCKS IN FRAMES FOR SUPPORT OF GLASS. ASSEMBLY. 1. INSTALL MEMBERS TO PROVIDE SURFACE PLANE WITH MAXIMUM VARIATION OF 1/8 4. TRIM: tel+1 480 626 6304 PLACE AT QUARTER POINTS UNLESS APPROVED OTHERWiSE. 3. FIRE RATING REQUIREMENTS TAKE PRECEDENCE OVER THE CONSTRUCTION INCH IN 10 FEET IN ANY DIRECTION, a. USE LONGEST PRACTICAL LENGTHS,WITH NO PIECE LESS THAN 2 FEET LONG FOR fax+1 480 401 3602 3. SET GLASS TIGHTLY IN POSITION WiTH PROPER CLEARANCES IN ACCORDANCE WiTH REQUIREMENTS INDICATED. IN THE EVENT OF CONFLICT, NOTIFY THE ARCHITECT,AND 2. LOCATE ASSEMBLIES WiTHIN 1/4 INCH OF REQUIRED LOCATIONS. CONTINUOUS RUNS GREATER THAN 8 FEET.SECURELY FASTEN AND ALIGN TRIM ENDS AT THE REFERENCED STANDARD. DO NOT BEGIN CONSTRUCTION IN THE AREA OF CONFLICT UNTIL THE CONFLICT HAS JOINTS. 4. UNLESS SPECIFIED OTHERWiSE,GLAZE UNITS WiTH GASKETS FURNISHED WiTH THE BEEN RESOLVED. METAL STUD SCHEDULE b. PLACE CONCEALED FLANGE CORNER BEADS AT ALL EXTERNAL CORNERS.AT ANGLES FRAMING SYSTEMS SPECIFIED IN OTHER SECTIONS. 4. PROVIDE ALL CALCULATIONS, DRAWINGS, PRODUCT DATA,AND OTHER VERIFICATION OTHER THAN 90 DEGREES, BEND THE FLANGE TO CONFORM TO THE ANGLE. 5. GLAZING FOR INTERIOR NON-RATED DOORS AND WINDOWS,WHERE GASKETS ARE AS REQUIRED BY THE JURISDICTIONAL CODE AUTHORITY TO OBTAIN APPROVAL OF INTERIOR c. PLACE CONCEALED FLANGE TYPE L TRIM WHERE GYPSUM BOARD ABUTS DISSIMILAR NOT FURNISHED: THE LIGHT GAGE METAL FRAMING INSTALLATION. MATERIALS. a. GLAZE WiTH GLAZING TAPE. O. MATERIALS: HEIGHT STUD FLANGE GAGE SPACING d. USE J TRIM AT EXPOSED GYPSUM BOARD EDGES (INCLUDING LIGHT COVES)WHERE b. PRE-MEASURE AND CUT TAPES TO REQUIRED LENGTHS;ADHERE TO FIXED STOPS, 1. LIGHT GAGE METAL FRAMING:ASTM C645; GALVANIZED; PROVIDE"C"SHAPED STUDS, U 12'-O" 3 5/8" 1 5/8" 20 24" 0.C. SEALANT JOINT IS INDICATED. SETTING HORIZONTAL TAPE AT HEADS AND SILLS BEFORE VERTICAL TAPE. SHAPED RUNNERS, HAT AND^Z'SHAPED FURRING CHANNELS,AND OTHER SIZES ANO5 CONTROL JOINTS: c. INSTALL TAPE VNTHTIGHT BUTT JOINTS; NOOVERLAPS NDLLBEACCEPTED. SET TAPE SHAPES ASNECESSARY. K1|N|K8UK825(�AGE. EXCEPT FURNISH THICKER GAGES AS 14'-O^ 350^ i50^ 20 18''O.C. a. POSITION CONTROL JOINTS TO INTERSECT LIGHT FIXTURES,AIR DIFFUSERS, DOOR N WITH STRAIGHT LINES LEVEL WiTH FRAME SIGHT LINE. REQUIRED TO MEET DEFLECTION REQUIREMENTS. 16'-O^ 35/8" 1 5/8" 18 16''O.C. OPENINGS,AND OTHER AREAS OFSTRESS CONCENTR/T|ON� ~ r d. POSITION GLASS, UNIFORMLY SEALING AGAINST TAPE. INSTALL INSIDE REMOVABLE 2. COLD ROLLED CHANNELS: RUST INHIBITIVE PAINT COATING; SIZES IN ACCORDANCE b. POSITION CONTROL JOINTS ATLOCATIONS VVHEREEXPANSION ORCONTROL JOINTS ~= nk�~~� STOPS AND PLACE TAPE|NSTOPS FORK�|N8AUN|FORK8SEAL AGAINST GLASS, LEVEL VNTHASTK8C754. 18'-0" 35/8^ 150^ 16 12"0.C. OCCUR IN THE BUILDING STRUCTURE. MI6.. WITH SIGHT LINES. 3. SCREWS: SELF-TAPPING; LOW PROFILE HEAD. EXTERIOR C. LOCATE CONTROL JOINTS TOFORM RECTANGULAR ORSQUARE SECTIONS, |N'`L."^U.^''T.'' muu����»« O. GLAZING FOR FIRE RATED DOORS AND VNNOOWS: [�LAZE |NACCORDANCE VNTHNFRA 4. SECURITY MESH:AM|CO (ALABAMA METAL INDUSTRIES CORP) B|RM|NGHAK8AL OR OTHER IRREGULARLY SHAPED AREAS. m*wmm»m . •yer, 8O. UNLESS REQUIRED OTHERV0SEBYTHE LABELING REDU|REK�ENTOFTHE FRAME. (8OO/38G-2G42);A8K� .5O'13F. K�|N|K8UK813GAGE, UNLESS APPROVED OTHERVNSE. HEIGHT STUD FLANGE GAGE SPACING G. FINISHING: 7. ADJUST{�L/��|NG /NAJER|ALSTOFORK4AUN|FORNYSIGHT LINE. 5. PROPRIETARY CEILING SUSPENSION SYSTEK�: 12'-O'' 0'' 2" 18 18''O.C. a. PROVIDE FINISHING |NACCORDANCE VNTHGA214. • '�~'' ^ P"."3 G.SCHEDULE: A. W1ANUFACTURER: b. WHERE NECESSARY TOSAND, D{) SOWITHOUT DAMAGING THE FACE OFTHE GYPSUM '' No. 6155 c..0". ---- 1� TYPE1� �LEARTENYPEREDGL/Q�|NGVVHERE|NO|CATEOANO�PE�|F|ED� |� ASSPEC|F|ED�ARK08TRONG (OOO'2O�c232i)� 14'-O'' O^ 2^ 1G 12^C>�C BOARD. 2. TYPE 2: INSULATING GLASS, DOUBLE GLAZED UNITS VNTH1/2INCH AIR SPACE II. ACCEPTABLESUBST|TUT|��NS� 16'-0" 6" 2 1/2" 14 12"0.C. c. LEVELS OFFINISH: PROVIDE ASNOTED|NOR/�VNGS 1-. 11/07/2012 BETWEEN TWO PANES OF 1/4 INCH GLASS; OUTER PANE SHALL BE TINTED HEAT III. USG INTERIORS, INC. (CH|CAGO. IL; 800-874'4008)' c.a. LEVEL 4' SALES AREA. PROVIDE UNLESS INDICATED ORSPECIFIED OTHERV �SE. OF ^# STRENGTHENED ORTEMPERED GLASS; INNER PANE SHALL BECLEAR 8LAGS� IV. CHICAGO METALLIC(( H|CA8{ ' |LLOS ANGELES, CA;80O'323-71G4)� 18'-O' 6" 2 1/2" 12 12^O.0. c.b. LEVEL 3: PUBLIC TOILET ROOMS&HALLWAYS OR AS NOTED ON DRAWiNGS. �������������$� D. PROVIDE TEK8pEREQVVHEREINDICATED AND SPECIFIED.VVHERENOT REQUIRED BY B. SUSPENSION SYSTEK8: S|K�|LART0SYSTEK4050. ORD70;ASTK4C835HE/YJYDUTY c.c. LEVEL 2: BACK OFHOUSE, STORAGE RO(}K�S. K�ECHAN|CALROOKHS. JAN|TO��SCLOSETS ~~~-"�~=�~~'~� CODE TO BE TEMPERED, PROVIDE ANNEALED, HEAT-STRENGTHENED OR TEMPERED CLASSIFICATION. 092200 INVENTORY ROOM SPECIFICATIONS OR AS NOTED ON DRAWINGS. GLASS AS DETERMINED BY GLASS MANUFACTURER'S GLASS ANALYSIS. I. FURRING RUNNERS: MANUFACTURED FROM 0.020 INCH THICK STEEL 1-3/8 INCH WIDE WITH A.WALLS AND CEILING c.d. LEVEL 1: PROVIDE AT THE FOLLOWING LOCATIONS: H.PROVIDE TEMPERED GLASS IN HAZARDOUS LOCATIONS TO MEET THE REQUIREMENTS KNURLED FACE BY 1-1/2 INCHES HIGH; FACTORY PUNCHED CROSS TEE SLOTS, HANGER 1. WALLS MUST BE DECK-TO-DECK, CEILING TO HARD DECK CEILING, OR 6"ABOVE c.d.a. SURFACES OF FIRE RATED ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED OF THE JURISDICTIONAL CODE AUTHORITIES. HOLES,AND NON-DIRECTIONAL BAYONET END TAB COUPLINGS. CEILING AS DESCRIBED IN THE WALL TYPES ON SHEET A531. WORK(^F|RETAP|NQ^). CONSULTING ENGINEER' II. FURRING TEES: MANUFACTURED FROM 0.020 INCH THICK L-3/8 INCH VVIDE VVITH KNURLED 2. HARDENING: EXPANDED CARBON STEEL AND FIBER-CEMENT BACKERBOARD c.d.b. SURFACES OF ACOUSTICAL ASSEMBLIES CONCEALED FORM VIEW IN THE FINISHED FACE BY 1-1/2 INCHES HIGH; FACTORY PUNCHED CROSS TEE SLOTS AND HANGER HOLES. MATERIALS MUST BE INSTALLED ON THE INTERIOR SIDE OF THE INVENTORY ROOM WORK III. FURRING CROSS CHANNEL:0.020 INCH THICK STEEL; 1-3/8 INCH WIDE WITH KNURLED FACE WALL STUDS. c.e. LEVEL 0: PROVIDE AT THE FOLLOWING LOCATIONS:SURFACES OF NON-FIRE RATED BY 7/8 INCHES HIGH BY 48 INCHES LONG WITH STRAIGHT LOCKING END TABS. a. EXPANDED CARBON STEEL SECURITY MESH:AMICO(ALABAMA METAL INDUSTRIES CORP) ASSEMBLIES CONCEALED FROM VIEW IN THE FINISHED WORKLEVEL 4 AND 5 FINISHES: IV. CROSS TEES: 0.020 INCH THICK STEEL 15/16 INCH WIDE BY 1-1/2 INCHES HIGH;WITH BIRMINGHAM AL(800/366-2642);ASM '5O-13F' MINIMUM 13GAGE, UNLESS APPROVED RETURN TO THE SITE AFTER PRIMER IS APPLIED,AND TOUCH-UP SURFACE DEFECTS. STAKED-ON DIP END TAB COUPLINGS, FACTORY PUNCHED CROSS TEE SLOTS. OTHERWISE. INSTALL ON THE INTERIOR SIDE OF THE WALL STUDS. D. PROPRIETARY SKIM COAT MATERIAL MAY BE USED IN LIEU OF JOINT COMPOUND AS SKIM DIVISION 9 %�8��U�������� V. K1OLD|NGS: K8ANUFACTUREF�SSTANDARD. I. STEEL K8USTK1EETOREXCEED ASTK4A,560HSLASTEEL. CONVENTIONAL EXPANDED COAT AT LEVEL 5 SURFACES - Q-UU�N8*������� 6. PART|T|ONHEA��OK8PENSAT|N{� �HANNEL(NON'�4TEO)� DE8|GNFORK�|N|k�UK� +� |6^ C/\RBONS�EELTHAJ |SNOTK�ANUFACTUREOSPEC/�|CALLYFORSECU�|TY DEFLECTION. PROFILES AS INDICATED; ONE OF THE FOLLOWiNG: PURPOSES IS NOT ACCEPTABLE FOR THIS USE. 093105 CERAMIC TILE 090561.13 MOISTURE VAPOR EMISSIONG CONTROL a. 20 GAGE DEEP LEG TRACK; 2 INCH LEGS. II. CARBON STEEL (MESH) SIZE OPENINGS MAY NOT EXCEED THE FOLLOWING A. GENERAL A.GENERAL: PRE-FORMED MOISTURE SUPPRESSION MEMBRANE INSTALLED OVER b. SYSTEMS (ANAHEIM, CA;714_7O1'1g21)^SLp-TRK^ DIMENSIONS: 0.5 INCH X 1.21.|NCHES� RELATED DOCUMENTS /^\ DESCRIPTION DATE CONCRETE SUBFLOOR AS A FLOOR COVER|NGUNDERLAYK�ENT. . OTHER FRAK8|N{� K8ATE |ALS: FURNISH |NACCORDANCE N8TH ASTM |||./\NCHORTHE EXPANDED CARBON STEEL(INCLUDING ALL GEAKXG)TOEACH STUD a. ORN�XNGSAND GENERAL PR{]V/S|DNSOFTHE CONTRACT, INCLUDING C�ENERALAND /� \ B.REFERENCES: E. PARTITION FRAMING: USING SECURE CLIPS[AMICO SECURA CLIPS] (FASTENERS WITH AN EXPANDED SUPPLEMENTARY CONDITIONS AND OTHER DIVISION 1 SPECIFICATION SECTIONS,APPLY 1. D3273-00-STANDARD TEST METHOD FOR RESISTANCE TO GROWTH OF MOLD ON THE 1. RUNNERS: SURFACE AREA)WiTH FLAT HEAD, PHILLIPS, ONE-WAY,STEEL SCREWS SPACED NO TO THIS SECTION. SURFACE OF INTERIOR COATINGS IN AN ENVIRONMENTAL CHAMBER a. SECURE RUNNERS WITH FASTENERS AT MAXIMUM 24 INCHES CC. MORE THAN 12 INCHES APART VERTICALLY(DRYWALL SCREWS ARE UNACCEPTABLE). b. STATIC COEFFICIENT OF FRICTION: FOR TILE INSTALLED ON WALKWAY SURFACES, oo 2. E-96-05-STANDARD TEST METHODS FOR WATER VAPOR TRANSMISSION OF MATERIALS b. AT CONCRETE FLOORS, USE POWDER DRIVEN FASTENERS OR DRILLED IN CONCRETE STEEL SCREWS MUST PENETRATE THROUGH THE STUDS BY AT LEAST 0.25 INCH, PER PROVIDE PRODUCTS WITH THE FOLLOWING VALUES AS DETERMINED BY TESTING 3. F 2170- STANDARD TEST METHOD FOR DETERMINING RELATIVE HUMIDITY IN ANCHORS. MANUFACTURER INSTRUCTIONS. IDENTICAL PRODUCTS PER ASTM C 1028: CONCRETE FLOOR SLABS USING IN SITU PROBES c. TOP RUNNER: USE PROPRIETARY COMPENSATING CHANNEL OR DEEP LEG TRACK AT IV. END JOINTS MUST BE BUTTED AND OCCUR OVER STUDS. IF OVERLAPPING IS c. LEVEL SURFACES: MINIMUM 0.6. C.SUBMITTALS: CONTRACTOR'S OPTION,AS NECESSARY TO ACCOMMODATE BUILDING DEFLECTION. NECESSARY,A LONGER SCREW MUST BE USED TO MAINTAIN A 0.25 INCH STUD B. PRODUCTS 1. MANUFACTURER'S CURRENT INSTALLATION INSTRUCTIONS d. ALIGN TO TOLERANCES SPECIFIED. PENETRATION. 1. MANUFACTURERS: SUBJECT TO COMPLIANCE WITH REQUIREMENTS, PROVIDE 2. MANUFACTURER'S WARRANTY REGISTRATION VVITH CONCRETE SUBFLOOR MOISTURE 2. UNLESS INDICATED OTHERWISE, INSTALL STUDS VERTICALLY AT 16 INCHES 0.C.,AND B.F|BER,CEK8ENTBACNER8OARD PRODUCTS AS SHOWN ON FINISH MATERIAL SCHEDULE. TEST RESULTS AND BUILDING AMBIENT AIR TEMPERATURE AND RELATIVE HUMIDITY NOT MORE THAN 2INCHES FROM ABUTTING CONSTRUCTION,AJEACH SIDE OF I. INSTALL 0.5 INCH FIBER-CEMENT HARDIBACKER(JAMES HARDIE BUILDING PRODUCTS, m. TILE-SETTING AND-GROUTING MATERIALS:AS SHOVVN ON FINISH MATERIAL SCHEDULE. TEST RESULTS. OPENINGS,AND AT CORNERS. INC.) BACKERBOARD ON THE INTERIOR SIDE OF THE WALL STUDS(BUT DIRECTLY 2. ANSI CERAMIC TILE STANDARD: PROVIDE TILE THAT COMPLIES WITH STANDARD GRADE D.COORDINATION: COORDINATE THIS SECTION OF WORK AND DIRECTLY RELATED 3. FIT RUNNERS UNDER AND ABOVE OPENINGS;SECURE INTERMEDIATE STUDS AT OVER THE EXPANDED CARBON STEEL). REOU|REMENTSOFANS|A137.1.^SPEQF}CAT|ONSFURCERAK8|CT|LE.'' FORTYPEG. SECTION 5 WiTH CONCRETE FLOOR CONSTRUCTION AND REPAIR AND FINISH SPACING OF WALL STUDS. II.HARD1BACKER F1BER-CEMENT BACKERBOARD MUST BE INSTALLED IN ACCORDANCE COMPOSITIONS,AND OTHER CHARACTERISTICS INDICATED. FLOORING WORK. 4. BRACE PARTITION FRAMING SYSTEM AND MAKE RIGID. WITH THE MANUFACTURER'S INSTRUCTIONS. HARDIBACKER INFORMATION CAN BE 3. ANSI STANDARDS FOR TILE INSTALLATION MATERIALS: PROVIDE MATERIALS E.MATERIALS 5. INSTALL DOUBLE STUDS CONTINUOUS FROM FLOOR TO CEILING TRACK AT THE JAMB FOUND AT: COMPLYING WITH REFERENCED ANSI STANDARDS. 1. K1ANUFACTURER: HALEX CORPORATION;VERSASH|ELD.VNNVV.HALE%CORP.COM OFEACH DOOR FRAME AND CASED OPENING. STUDS SHALL 8ETHE SAME GAGE A8 HTTp:0WWW,JAK8ESHARD|E.COM/BACKERB0ARD/HOMEDVVNER/HARD|BACKER5DO.PHp 4. COLORS,TEXTURES,AND PATTERNS: FOR TILE, GROUT,AND OTHER PRODUCTS (800)576'1636 THE ADJACENT STUDS, BUT NO LESS THAN 20 GAGE. PROVIDE DIAGONAL STEEL STUD III.END JOINTS MUST BE BUTTED AND OCCUR OVER STUDS. REQUIRING SELECTION OF COLORS, SURFACE TEXTURES, PATTERNS,AND OTHER 2. PRODUCT NAME:VERSASHIELD 95 FLOORING UNDERLAYMENT BRACING TO STRUCTURE AT EACH JAMB AT PARTITIONS WHICH DO NOT EXTEND TO 4. AVOID VENTS IN THE INVENTORY ROOMS. IF REQUIRED,VENTS OR LOUVERS MUST BE: APPEARANCE CHARACTERISTICS, COMPLY WITH THE FOLLOWiNG REQUIREMENTS: a. MATERIAL: FREE-STAND1NG, DIMENSIONALLY STABLE,4-PLY COMPOSITE PRODUCT, STRUCTURE. a. NOGREATER THAN 24SC>UAREINCHES AND LOCATED BEHIND(EXTERIOR SIDE OF)THE a. MATCH COLORS,TEXTURES,AND PATTERNS INDICATED BY REFERENCING ENGINEERED ASAK8[)!STURESUPPRESSION K4EW18RANETOBEUSED ONCONCRETE 0. COOR0NATERECJ|�}NDFSTUD SYSTEkAVNTHREC>U|REK8ENTSOFDOOR AND EXPANDED CARBON STEEL DES(�R|BED|NSECT|C>N1^3'1 (ABOVE)' MANUFACTURER'S STANDARD DESIGNATIONS FOR THESE CHARACTERISTICS. EU FLOORS WHERE HIGH MOISTURE EXISTS. WINDOW FRAMES, FIRE EXTINGUISHER CABINETS, RECESSED TOILET ACCESSORIES, b. SUPPLY/RETURN DUCTS SHALL NOT EXCEED 24"SQUARE. INSTALL BURGLAR BARS IF 5. FACTORY BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS WITHIN THE RANGES ��~ b. D|K8ENS|ONS: [144FTLONG BY5FTVNDE] STANDARD ROLL ACCESS DOORS,AND OTHER CONSTRUCTION N8TH|NK8OUNTEDPARTITION OPENING EXCEEDS THE RE{�OK�K�ENDEDSIZES. SELECTED DUR|0(3SAk8PLESU8K8|TTALS. BLEND TILE|NTHE FACTORY AND PACKAGE K�� c. MOLD, MILDEW&FUNGAL RESISTANCE,ASTM D3273: 10 RATING CONSTRUCTION. B.INVENTORY ROOM DOOR(SEE DOOR SCHEDULE AND BELOW) SO TILE UNITS TAKEN FROM ONE PACKAGE SHOW THE SAME RANGE IN COLORS AS d. MOISTURE VAPOR TRANSK�|SS|ONRATE,ASTK� E0G'O5: LESS THAN O.01G/HR/SOWY 7. COORDINATE THE INSTALLATION OFFRAK�|NGVNTHTHE C)YpGUK� BOARD INSTALLER 1. INVENTORY ROOK�SK1AYONLY HAVE ONE(1)/\CCESSpO|NT/D{�OR. THOSE TAKEN FROK8OTHER PACKAGES AND K�ATCHAPPROVED SAK�PLES. - e. NOSUBSTITUTIONS PERK�|TTED TOENSURE SUPPORT ATALL BO/\ROEDGES PROVIDE FRAK8|N{� |K�K�ED|ATELYBTHER 2. DUTCH DOORS K�USTNOT 8EINSTALLED. 6. FLOOR TILE: PROVIDE FLAT TILE CDK�PLY/NGVNTHTHE FOLLOVNNGREDU|REK1ENTS: D S. PRODUCT NAME:VERSASHIELD MBX FLOORING UNDERLAYMENT SIDE OF EXPANSION JOINTS. 3. THE DOOR MUST BE METAL OR OF SOLID CORE WOOD CONSTRUCTION,AND A a. COMPOSITION:AS NOTED IN DRAWINGS. 0 a. MATERIAL: FREE-STAND1NG, DIMENSIONALLY STABLE,4-PLY COMPOSITE PRODUCT, O. STUD SPLICING NOT PERMISSIBLE. MINIMUM OF 1.75 INCHES THICK. b. FACIAL DIMENSIONS:AS NOTED IN DRAWINGS. ��� ENGINEERED ASAK8O|STURESUPPRESSION K�EK8BRANETOBEUSED ONCONCRETE 9. AJNON-LOAD BEARING FULL HB{�HTPARTITIONS SUBJECT TOCOK8pRESS|ONCAUSED a. AK8ETALDOOR K�USTBEOF1O-GAUGESTEELE'O1O; c. THICKNESS:ASNOTED |NDR/�NNGS ��"» --' FLOORS WHERE HIGH MOISTURE EXISTS. BY OVERHEAD STRUCTURAL DEFLECTION, CUT STUDS 1/2 INCH SHORT FROM FULL b. A SOLID CORE WOODEN DOOR REQUIRES A 16-GAUGE STEEL SKIN. d. FACE:AS NOTED IN DRAWINGS. LLU Zb. DIMENSIONS: [144 FT LONG BY 5 FT WIDE]STANDARD ROLL. HEIGHT, EXCEPT AS OTHERWiSE INDICATED. DO NOT RIGIDLY CONNECT STUD TO TOP C. THE DOOR MAY NOT HAVE VENTS, LOUVERS, OR CONTAIN ANY OPENINGS OTHER THAN e. FOR LATEX-PORTLAND CEMENT MORTARED AND GROUTED PAVER TILE, PRE-COAT WITH � � c. K8OLO. K8|U]EVV&FUNGAL RESISTANCE,A8TK0D32T3: 1ORATING RUNNER. THOSE NECESSARY TOAFFIX THE DOOR HAROV�RBHANDLE. TEK8pORARyPROTECTIVE CO/T|NG K�� ~e� d. MOISTURE VAPOR TRANSMISSION RATE,ASTM E96-05: LESS THAN 0.01 G/HR/SQ M 10. STUD BRIDGING: 4. THE DOOR FRAME MUST BE STEEL AND REINFORCED TO ENSURE DURABILITY. 7. 7.WALL TILE: PROVIDE FLAT TILE COMPLYINGN0THTHEFOLLOVN NG REQUIREMENTS: C\U e. NO SUBSTITUTIONS PERMITTED a. AT INTERIOR PARTITIONS GREATER THAN 4 FEET IN LENGTH,AND WITH RIGID FACING a. THE STEEL FRAME MUST BE ANCHORED TO THE WALL IN ACCORDANCE WITH a. MODULE SIZE:AS NOTED IN DRAWINGS F- 4. ACCESSORIES: VERSASHIELD TAPE MATERIAL ON ONE STUD FLANGE ONLY, PROVIDE 3/4" BRIDGING CHANNELS IN MANUFACTURER INSTRUCTIONS OR BEST PRACTICES; b. THICKNESS:ASNOTED |NDR/�DRAWINGS D 0 r~- C/) a. APPLICATION: JOINING OFMOISTURE SUPPRESSION UNDERLAY8ENTSEAMS HORIZONTAL ROWS ATAMAXIMUM OFt -O"ONCENTER FOR THE FULL HEIGHT{ FTHE b. SUPPORTING WALL STRUCTURES MUST CONSIST OFDOUBLE STUDDING }RFRAMING OF c. FACE:AS NOTED IN DRAWINGS 0 Z (3) Zb. DESCRIPTION: MEMBRANE MANUFACTURER'S MOISTURE SUPPRESSION TAPE WITH PARTITION. EQUIVALENT STRENGTH;AND d. MOUNTING: PRE-GROUTED SHEETS OF TILES FACTORY ASSEMBLED AND GROUTED WITH PRESSURE SENSITIVE ADHESIVE. b. INTERIOR FULL HEIGHT PARTITIONS(STUDS EXTENDING FROM THE FLOOR TOTHE c. THERE MUST NOT BE MORE THAN 0.125 INCH CLEARANCE BETWEEN THE DOOR AND THE MANUFACTURER'S STANDARD SILICONE RUBBER COMPLYING WITH ANSI A118G ��� -. �w� �m� F'EXAK�|NAT|DN STRUCTURE ABOVE)VNTHRIGID FAONGW4ATER|ALSTOPPIN(33�8''ORK1ORE8ELOVVTOP FRAME. 8. WATERPROOFINGFORTH|N'SE�T/LEPROV1DE -- ~~� i �8- �-� INSTALLATIONS: PRODUCTS THAT »~=� 1 REFERENCE: SECT0NVE�|FYEX|GT|NGCOND(T|ON8BEFDREGTART|NG5. THED{�ORKAUGTBEEOU|PPEDV0�HAPROPERLYCOK�K8E�C|AL ~�� I. 017000: OFQTUD�-P�OV|DEONEROVV3/4^BR|DG|NGCHANNELHDR|�ONTALLYATTERNY|NAT|ONFUNCTIONING, GRADE, COMPLYVNTHANS|A11O1O � � --- ' ' ��~^ `�~ N��. WORK. OFGYPGUK� BOARD MATERIAL,AND<]NEADDITIONAL ROW FOR EACH 5�D OF EXPOSED AUTOK�AT|CDOOR CLOSER OENCE. Q. SETTING K8AJER�L3:ASFDLLOV��: �� �l� �� m 2. VERIFY THAT SUB-FLOOR SURFACES ARE SK8OOTHAND FLAT VNTH(NTOLERANCES STUDS. 6. |FTHE DOOR HINGES ARE ACCESSIBLE FROK4THE EXTERIOR SIDE,THE HINGE K8U8T a. LATEX-PORTLAND CEK8ENTK4ORTAR:ANSI A118.4. COK�POSEDASFOLLOVVS: �~� ~~~ C -�-� � ~ SPECIFIED FOR THE TYPE OF WORK AND ARE READY TO RECEIVE FLOORING. c. INSTALL STUD BRIDGING CHANNELS |NLONG LENGTHS' NRETYING AND LAPPING THE 8EAHEAVY DUTY CONTINUOUS (PIANO ORRDTON) HINGE. b. PREPACKAGED DRY-MORTAR MIX: FACTORY-PREPARED MIXTURE OF PORTLAND CEMENT; I - 0 03. VERIFY THAT SUB-FLOOR IS PREPARED PER ASTM 710. REMOVE COATINGS, INCLUDING J0NTSAM|N|MU8DF12." 7. THE DOOR MUST BE EQUIPPED WITH A LATCH GUARD COVERING THE EXTERIOR LATCH DRY, REDISPERSIBLE, ETHYLENE VINYL ACETATE ADDITIVE;AND OTHER INGREDIENTS TO CURING COMPOUNDS,AND OTHER SUBSTANCES THAT ARE INCOMPATIBLE WITH 11. ATTACH BRIDGING CHANNEL TOEACH STUD ASSHOWN |NMANUFACTURER'S PRINTED EXPOSURE. WHICH ONLY WATER NEEDS TUBEADDED ATPROJECT SITE. 0 Z ADHESIVES AND THAT CONTAIN SOAP,WAX, OILS, OR SILICONE,WITHOUT USING INSTRUCTIONS. C.LOCKS/KEYS c. MIXTURE OFDRY-MORTAR MIX AND LATEX ADDITIVE: MIXTURE OFPREPACKAGED Z LI. SOLVENTS. ODNOINSTALL FLOORING |FALKALINITY EXCEEDS 0PH. 12. INSTALL SECURITY MESH AT ALL WALLS OF THE INVENTORY ROOM PER SECTION 1. INVENTORY ROOM DOORS MUST BEEQUIPPED WITH HIGH QUALITY, COMMERCIAL DRY-MORTAR MIX AND LIQUID-LATEX ADDITIVE COMPLYING WITH THE FOLLOWING 4. VERIFY SUB-FLOOR MOISTURE TEST RESULTS 8YCONDUCT RELATIVE HUMIDITY PER 092200. GRADE LOCKS THAT: REQUIREMENTS: -1.- LK (f� .....J �. ) ASTM F217O. DONOT INSTALL FLOORING |SRHEXCEED 756RELATIVE HUA|DKY. F. CEILING AND SOFFIT FRAMING: a. USE MANUFACTURER-RESTRICTED KEYWAYS(INCLUDING INSTAKEY)AND 10. LATEX AD0T|VE: STYRENE BUTADIENE RUB8ER ~I- REPORTK�O|GTURETESTRESULTSTOARCH|TECTPR|ORTOFLO��R|NSTALLAT|ON. 1. COORDINATE LO[�J|O0SC]FHANGERS AND SUPPORTS yNTHTHE yyORKOFOTHER b. C/\NN[�TBESET |NANUNLOCKED STATE(|.E..8TOREROOK8FUNCT|ON). 11. LATEX ADDITIVE:ACRYLIC RESIN. an u Ili a. |FSUB-FLOOF�TEST RESULTS EXCEED 75Y6RELATIVE HUK�|O|TYAND QPH, PRONOEAND SECTIONS. 2. THE SECUR|TECH485OK�p5POLICE LOCK(5-pO|NTSECURITY LOCK) LOCKING SYSTEK� a. ��HEK0|CALRES|8TANT.VVAJEF-CLB4NABLE.CERAKX|CT|LE-GETT|N{�AND'GROUT|N{� -~ -- --- |NSTALLK�O|8TUREK�|T|GAT|ONSYSTEK8VERSASH{ELD95UPT(]H596RELAT|VEHUK�|0TYK�U5TBEINSTALLED ONTHE INTERIOR SIDE OFTHE INVENTORY ROOK�TOSECURE �� ' CO »�� CL INSTALL RELATIVEORVERSAGH|ELDK�8XUpT[}AQ96 -` 2. PROVIDECBL|NGANDSOFF|TF�AW4|NG/\S |NO|C/��EO�VVHERENOT|�D|C/g'ED THE |NVEN�ORyR{)OK� DDORAFTE� SECURITECH485O|NFORK8AT|DN �ANBEEPDXY:ANG| A118�3� ��� K�� ��� ��� HUMIDITY. PROV|DE. STU�ANORUNNERFRAK1|NG. SUSPE�DEDFRAK�|NG.ORPROPR|ETA�YHOURS. b. PROV|OEPRODU�T�APA8LEOFR�S|3T|NGCONT|NUOUSANO |NTERK�|TTENTEXP{)SURE *�- ��� ~�~ �� CO ^� b. OONOT INSTALL |FRHVNTH|NTHE CONCRETE EXCEEDS B0Y6 SUSPENDED FRAMING. FOUND AT: TOTEK�PERATURE8OFUPTO14ODE{� F(00DEG C)AND 212DEG F(1O0DEG C). ~�= »�� cr) u�� G. INSTALLATION 3. PROPRIETARY SUSPENDED FRAMING: INSTALL IN ACCORDANCE WITH a. HTTp://WWVVSECUR|TECH.COK8/DO1'MP-pOL|CE'L0CK.HTK4LAND RESPECTIVELY,AS CERTIFIED BY MORTAR MANUFACTURER FOR INTENDED USE. 1. INSTALL MOISTURE SUPPRESSION MEMBRANE WITH SMOOTH FILM SIDE FACING MANUFACTURER'S RECOMMENDATIONS. b. c. WATER-CLEANABLE,TILE-SETTING EPDXY ADHESIVE:ANSI Al 18.3. CONCRETE SLAB. 4. STUDANDRUNNERHTTp��A8A8NSECUR(�ECH�COK�8�E8Y62OCATALOG/4962OW1ULT|'pO|NTY620LOCK|NG/O18�pDF d. GROUTFORLAT(CRE�E4237LATEXTH|NSETK40RTARADD|T|VEVNTH211 FRAMING: EXTERIOR: 2. INSTALL IN ACCORDANCE WITH MEMBRANE MANUFACTURER'S CURRENT WRITTEN a. SECURE RUNNERS TOSTRUCTURE ABOVE WITH FASTENERS ATAMAX|KAUK8OF24 CRETE FILLER POWDER OR LATICRETE 3701 LATEX ADMIXTURE WITH LATICRETE FLOOR MDC INSTALLATION INSTRUCTIONS. INCHES ON CENTER. SIZE FASTENERS AND USE REINFORCEMENTS AS NECESSARY TO 092813 GYPSUM SHEATHING AND WALL THIN SET. PROVIDE LATICRETE 9235 WATERPROOF MEMBRANE PER MFR. CORP - RELO 3. IF ANY JOBSITE CONDITION INTERFERES WiTH COMPLIANCE WITH MANUFACTURER'S SUPPORT THE DEAD LOADS APPLIED. A.K8AJER|/\LS: RECOMMENDATIONS. INSTRUCTIONS,CONTACT MANUFACTURER AND OBTAIN WRITTEN JOB-SPECIFIC b. SCREW FASTEN FRAMING AT EACH FLANGE JOINT. 1. GYPSUM SHEATHING: ONE OF THE FOLLOWING: 12. GROUTING MATERIALS:AS FOLLOWS: PROCEDURES. NOTIFY ARCHITECT OR T-MOBILE'S REPRESENTATIVE AS REQUIRED. c. SPACE STUDS AT 16 INCHES ON CENTER AT HORIZONTAL LOCATIONS. A. G'pGYPSUM CORPORATION"DENS-GLASSG{ LO"; GLASS MAT FACED;ASTM C1177; 1/2 a. LATEX-PORTLAND CEMENT GROUT:ANSI A118.6 FOR MATERIALS DESCRIBED IN SECTION 7647 4. ADHESIVES-APPLY ADHESIVE TO MINERAL-COATED SURFACE OF MOISTURE d. SELECT MEMBERS TO MEET THE STRUCTURAL REQUIREMENTS SPECIFIED. INCH THICK H-2.4, COMPOSED AS FOLLOWS: SUPPRESSION MEMBRANEUSE0NLYVVATER,8ASEODONOTU�E 5. LIGHT8UGpENDEDFRAK�|N<�� B.USGF|BEFlOCKBRANOSHEATH|NGVNTHAOUA�OUGHnw� 1�|NCHa.a. MIXTURE ADHESIVES. THICK. 0�� �� SOLVENT-BASED ADHESIVESGAGE --- -'--- ' '--'''- 2. SCREWS: BUGLEHEAO - ''--- - DRY-GROUT FACTORY-PREPARED, �������j����y�U���8A���� � a. |NSTALL |N�C�OROANCEVNTHASTK8 �754. UNLESS |ND|CATEDORSPEC|F|ED GALVANIZED; SELF-DRILLING; SELF-DRILLING, SCREWS; DRY'GROUTW�|�ANOLATEXAOD|TK/EC�K�PLY|NGVNTHTHEFOLLOVVNG ��° - - m� 5. PROTECTION- PROTECT MOISTURE SUPPRESSION MEMBRANE FROM DAMAGE DURING OTHERWISE. MINIMUM 1-1/4 INCH LONG. REQUIREMENTS: FLOORING INSTALLATION. DO NOT TEAR, RIP, PUNCTURE,OR DELAMINATE MEMBRANE b. SUSPEND CEILING FROM OVERHEAD STRUCTURAL ELEMENTS ONLY. DO NOT SUPPORT B'|NSTALLAT|ON: 13. UNSANDED DRY-GROUT MIX: DRY-SET GROUT COMPLYING WITH ANSI Al18.6 FOR WHEN APPLYING TROWEL-ON ADHESIVE. REPAIR DAMAGED AREAS ACCORDING TO FROM ANY ELECTRICAL, HVAC, PLUMBING, ORSPRINKLER SYSTEM COMPONENTS. 1. INSTALL SQUARE EDGE BOARDS PARALLEL ORPERPENDICULAR TOFRAMING, INSTALL MATERIALS DESCRIBED |NSECTION H-2.3` FOR JOINTS 10INCH(3.2MM)AND MEMBRANE MANUFACTURER'S INSTRUCTIONS BEFORE FLOORING INSTALLATION.. c. SPACE CARRYING CHANNELS 4 FEET ON CENTER WITH SPLICES LAPPED 12 INCHES AND BOARDS PARALLEL TO FRAMING AT FIRE RATED WALLS.APPLY SHEATHING WITH NARROWER. . DATE: 8/23/2018 PROVIDE CONTINUOUS, INTACT MOISTURE SUPPRESSION MEMBRANE UNDER ENTIRE TIED. JOINTS STAGGERED.ALL EDGES SHALL BE FIRMLY SUPPORTED. 14. SANDED DRY-GROUT MIX:COMMERCIAL PORTLAND CEMENT GROUT COMPLYING WITH DESIGNATED FLOORING AREA. d. SUPPORT COLD ROLLED CARRYING CHANNELS WITH HANGER WIRES SPACED AT 3 FEET 2. INSTALL SHEATHING WITH COATING TOWARDS EXTERIOR. ANSI A118.GFOR MATERIALS DESCRIBED|NSECTION H'2.1. FOR JOINTS 1/8INCH(32 SCALE: AS SHOWN 6. INSTALL FLOORING ACCORDING TO FLOORING MANUFACTURER'S INSTRUCTIONS ON CENTER FOR LATH AND PLASTER CEILINGS AND 4 FEET ON CENTER FOR GYPSUM 3. SCREW TO FRAMING. SPACE FASTENERS 8 INCHES 0.C. IN FIELD AND 4 INCHES 0.C.AT MM)AND WIDER. DRAWN BY: LEO V. BOARD CEILINGS. LOOP HANGER WIRE AROUND SUPPORT ELEMENT AND TIGHTLY WRAP ENDS ALONG EACH FRAMING MEMBER. 15. LATEX ADDITIVE: STYRENE BUTADIENE RUBBER. PROJECT No.; TM0422 TIMES;AROUND VERTICAL N8RE3CUTOFF4. 4. DONOTBR|�GEEXpANS|ONO�SE|GK�|CJ0NTS� 16. LATEXA�RYL|CRES|N �' NEATLY. ADDITIVE: � SHEET: IA7O4 | 1 I 2 3 4 | • I 1 I 2 I 3 I 4 • . IT • lelir DIVISION 9 - FINISHES, CONT. DIVISION 9 - FINISHES, CONT. DIVISION 9 - FINISHES, CONT. DIVISION 9 - FINISHES, CONT. 12920 SE 38th STREET BELLEVUE,WA 98006 16.a.CHEMICAL-RESISTANT EPDXY GROUT:ANSI A118.3, COLOR AS INDICATED. a. CONDITIONING: MAINTAIN RELATIVE HUMIDITY PLANNED FOR BUILDING OCCUPANTS AND 9. FORM EXPANSION JOINTS AS DETAILED. MAINTAIN VISUAL CLOSURE. e. ADHESIVES:TYPE AS RECOMMENDED BY CARPET, MAT OR SCREED MANUFACTURER FOR www.t-mobiIe.com 16.b.PROVIDE PRODUCT CAPABLE OF RESISTING CONTINUOUS AND INTERMITTENT AN AMBIENT TEMPERATURE BETWEEN 65 AND 75 DEG F(18 AND 24 DEG C) IN SPACES TO 10. FIT ACOUSTIC LAY-IN PANELS IN PLACE, FREE FROM DAMAGED EDGES OR OTHER INTENDED USE. USE WATERPROOF ADHESIVE AT WALK-OFF MAT. EXPOSURE TO TEMPERATURES OF UP TO 140 DEG F (60 DEG C)AND 212 DEG F(100 DEG RECEIVE WOOD FLOORING FOR AT LEAST SEVEN DAYS BEFORE INSTALLATION, DURING DEFECTS DETRIMENTAL TO APPEARANCE AND FUNCTION. FIT BORDER UNITS NEATLY f. LATEX UNDERLAYMENT: WHITE PREMIX LATEX FILLER. C), RESPECTIVELY,AS CERTIFIED BY MORTAR MANUFACTURER FOR INTENDED USE. INSTALLATION,AND FOR AT LEAST SEVEN DAYS AFTER INSTALLATION.AFTER AGAINST ABUTTING SURFACES. SCRIBE AND MILL RECESSED REGULAR EDGE INTO g. BACKING:AS INDICATED ON THE DRAWINGS. COPYRIGHT NOTICE: 17. ELASTOMERIC SEALANTS: PROVIDE MANUFACTURER'S STANDARD CHEMICALLY POST-INSTALLATION PERIOD, MAINTAIN RELATIVE HUMIDITY AND AMBIENT TEMPERATURE PARTIAL BORDER UNITS SUPPORTED AT EDGE BY WALL MOLDING. D.PREPARATION: These drawings and specifications are copyrighted and CURING, ELASTOMERIC SEALANTS OF BASE POLYMER AND CHARACTERISTICS PLANNED FOR BUILDING OCCUPANTS. 11. ADJUST SAGS OR TWISTS WHICH DEVELOP IN THE CEILING SYSTEM AND REPLACE 1. CLEAN FLOORS OF DUST, DIRT, SOLVENTS, OIL, GREASE, PAINT, PLASTER,AND OTHER subject to copyright protection as an"architectural work' INDICATED THAT COMPLY WITH APPLICABLE REQUIREMENTS OF DIVISION 7 SECTION b. MOVE WOOD FLOORING INTO SPACES WHERE IT WILL BE INSTALLED,AT LEAST SEVEN PARTS WHICH ARE DAMAGED OR DEFECTIVE. SUBSTANCES WHICH WOULD BE DETRIMENTAL TO THE PROPER PERFORMANCE OF under sec. 102 of the copyright act, 17 U.S.C. As "JOINT SEALANTS." DAYS BEFORE INSTALLATION. 12. INSTALL HOLD-DOWN CLIPS TO RETAIN PANELS TIGHT TO GRID SYSTEM WITHIN 20 FT ADHESIVE AND CARPET. amended January 2003. The protection includes, 17.a.ONE-PART, MILDEW-RESISTANT SILICONE SEALANT:ASTM C 920; TYPE S; GRADE NS; c. FOR UNFINISHED PRODUCTS, OPEN SEALED PACKAGES TO ALLOW WOOD FLOORING TO OF AN EXTERIOR DOOR. 2. FILL LOW SPOTS AND CRACKS OVER 1/8 INCH IN WIDTH WITH LATEX UNDERLAYMENT. without limitation, the overall form, arrangement and composition of spaces, and elements of the design. CLASS 25; USES NT, G,A,AND,AS APPLICABLE TO NONPOROUS JOINT SUBSTRATES ACCLIMATIZE. 13. TOLERANCES: E.INSTALLATION: Under such protection, unauthorized use of these INDICATED, 0; FORMULATED WITH FUNGICIDE. d. DO NOT INSTALL FLOORING UNTIL IT ADJUSTS TO THE RELATIVE HUMIDITY OF AND IS AT 14. VARIATION FROM FLAT AND LEVEL SURFACE: 1/8 INCH IN 12 FT. 1. INSTALL CARPETS IN STRICT ACCORDANCE WITH THE MANUFACTURER'S drawings and specifications may result in cessation of 18. CEMENTITIOUS BACKER UNITS: PROVIDE PRODUCTS COMPLYING WITH ANSI A118.9, OF THE SAME TEMPERATURE AS THE SPACE WHERE IT IS TO BE INSTALLED. 15. VARIATION FROM PLUMB OF GRID MEMBERS CAUSED BY ECCENTRIC LOADS:TWO RECOMMENDATIONS. construction,building seizure,and/or monetary liability. THICKNESS AND WIDTH INDICATED,AND IN MAXIMUM LENGTHS AVAILABLE TO MINIMIZE e. INSTALL FACTORY-FINISHED WOOD FLOORING AFTER OTHER FINISHING OPERATIONS, DEGREES MAXIMUM. 2. VERIFY MATCHING OF CARPET PRIOR TO CUTTING AND ENSURE THAT THERE IS NO END-TO-END BUTT JOINTS. INCLUDING PAINTING, HAVE BEEN COMPLETED. E. PERFORMANCE VISIBLE VARIATION BETWEEN DYE LOTS. 19. MISCELLANEOUS MATERIALS:AS FOLLOWS: B. PRODUCTS 1. SEISMIC PERFORMANCE:ACOUSTICAL CEILING SHALL WITHSTAND THE EFFECTS OF 3. CUT CARPET,WHERE REQUIRED IN A MANNER TO ALLOW PROPER SEAM AND PATTERN ARCHITECT. a. TROWELABLE UNDERLAYMENTS AND PATCHING COMPOUNDS: LATEX-MODIFIED, 1. ENGINEERED-WOOD STRIP OR PLANK FLOORING PRODUCTS:AS INDICATED ON THE EARTHQUAKE MOTIONS DETERMINED ACCORDING TO ASCE/SEI 7. MATCH. ENSURE CUTS ARE STRAIGHT AND TRUE AND UNFRAYED. + + PORTLAND-CEMENT-BASED FORMULATION PROVIDED OR APPROVED BY MANUFACTURER FINISH MATERIAL SCHEDULE. NO SUBSTITUTIONS. ENGINEERED-WOOD STRIP OR 2. SURFACE-BURNING CHARACTERISTICS: COMPLY WITH ASTM E 84;TESTING BY A 4. MAKE SEAMS STRAIGHT AND UNIFORM. JLL ArC1 + I UrP LLC OF TILE-SETTING MATERIALS FOR INSTALLATIONS INDICATED. PLANK FLOORING:ANSI/HPVA LF. QUALIFIED TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF 5. SEAMING SHALL BE BY HAND SEWING OR WITH HOT MELT TAPE METHODS. , 0 b. METAL EDGE STRIPS: WHITE-ZINC-ALLOY TERRAZZO STRIPS, 1/8 INCH (3.2 MM)WIDE AT a. SPECIES:AS INDICATED ON DRAWINGS. APPLICABLE TESTING AGENCY. 6. DO NOT CHANGE RUN OF PILE IN ANY ONE ROOM. 200 East Randolph Drive,Chicago,IL 60601 TOP EDGE WITH INTEGRAL PROVISION FOR ANCHORAGE TO MORTAR BED OR b. GRADE: MANUFACTURERS STANDARD. 3. FLAME-SPREAD INDEX: COMPLY WITH ASTM E 1264 FOR CLASS A MATERIALS. 7. ENSURE MONOLITHIC COLOR, PATTERN AND TEXTURE MATCH WITHIN EACH DISTINCT SUBSTRATE, UNLESS OTHERWISE INDICATED. c. THICKNESS: AS NOTED IN DRAWINGS 4. SMOKE-DEVELOPED INDEX: [50][450]OR LESS. ROOM. 51 West 3rd,#201,Tempe,AZ 85281 20. WATERPROOF MEMBRANE INSTALLATION: (COORDINATE WITH LANDLORD d. CONSTRUCTION:AS NOTED IN DRAWINGS 5. FIRE-RESISTANCE RATINGS: COMPLY WITH ASTM E 119;TESTING BY A QUALIFIED 8. INSTALL EDGING STRIPS WHERE CARPET TERMINATES AT OTHER FLOOR COVERINGS. REQUIREMENTS) e. WIDTH:AS NOTED IN DRAWINGS TESTING AGENCY. IDENTIFY PRODUCTS WITH APPROPRIATE MARKINGS OF USE FULL LENGTH PIECES ONLY. BUTT TIGHT TO VERTICAL SURFACES.WHERE tel+1 480 626 6304 a. INSTALL WATERPROOF MEMBRANES IN STRICT ACCORDANCE WITH MANUFACTURER'S f. LENGTH:AS NOTED IN DRAWINGS. APPLICABLE TESTING AGENCY. SPLICING CANNOT BE AVOIDED, BUTT ENDS TIGHT, FLUSH,AND ACCURATELY ALIGNED. fax+1 480 401 3602 INSTALLATION INSTRUCTIONS. g. EDGES:AS NOTED IN DRAWINGS. 6. SEISMIC STRUTS: MANUFACTURER'S STANDARD COMPRESSION STRUTS DESIGNED TO F.REMNANTS: UPON COMPLETION OF THE INSTALLATION, CONTACT THE ARCHITECT FOR C.PREPARATION: CLEAN SUBSTRATE SURFACES FREE OF GREASE, DIRT, DUST, h. FINISH:AS NOTED IN DRAWINGS. ACCOMMODATE LATERAL FORCES. SELECTION OF CARPET REMAINING AFTER TRIMMING. CAREFULLY WRAP AND MARK ORGANIC IMPURITIES, CURING AGENTS,AND OTHER MATERIALS THAT WOULD IMPAIR 2. ACCESSORY MATERIALS 7. SEISMIC CLIPS: MANUFACTURER'S STANDARD SEISMIC CLIPS DESIGNED AND SPACED SEPARATELY THE SELECTED REMNANTS. REMOVE AND DISPOSE OF REMAINDER AT A BOND. CLEAN FLOORS WITH"BLAST-TRACK" UNIT IF NECESSARY. a. WOOD FLOORING ADHESIVE: MASTIC RECOMMENDED BY FLOORING AND ADHESIVE TO SECURE ACOUSTICAL TILES IN-PLACE. LEGAL OFF-SITE LOCATION. 1. SLAB LEVELING: (COORDINATE WITH LANDLORD REQUIREMENTS) MANUFACTURERS FOR APPLICATION INDICATED. (NOT USED IN FLOATING FLOOR G.CLEANUP: 2. PRIOR TO INSTALLATION OF THINSET FLOOR TILE,WHERE LOCAL IRREGULARITIES IN SYSTEM) 096500 RESILIENT FLOORING 1. THE PREMISES SHALL BE KEPT FREE FROM UNNECESSARY ACCUMULATION OF TOOLS, THE SUBSTRATE SURFACE WOULD PREVENT LEVEL INSTALLATION OF THE TILE, THE b. FASTENERS:AS RECOMMENDED BY MANUFACTURER, BUT NOT LESS THAN THAT A. SUMMARY: EQUIPMENT AND SURPLUS MATERIALS DURING THE PROGRESS OF THE WORK. SUBSTRATE SHALL BE BROUGHT TO PLANE SURFACE WITH VARIATIONS NOT TO RECOMMENDED IN NOFMA'S"INSTALLING HARDWOOD FLOORING."(NOT USED IN 1. RESILIENT SHEET FLOORING. 2. REMOVE THREADS WITH SHARP SCISSORS. REMOVE SPOTS WITH MANUFACTURER'S EXCEED 1/8 INCH IN 4 FEET(CUMULATIVE)AND 1/4 INCH IN 10 FEET(NON-CUMULATIVE). FLOATING FLOOR SYSTEM) 2. RESILIENT BASE. RECOMMENDED SPOT REMOVER. SMOOTH ALL ABRUPT CHANGES IN PLANE. c. VAPOR RETARDER:ASTM D 4397, POLYETHYLENE SHEET NOT LESS THAN [6.0 MILS(0.15 B. SUBMITTALS: 3. THOROUGHLY POWER VACUUM ENTIRE SURFACE USING EQUIPMENT WITH MOTOR 3. USE THINSET MORTAR OR OTHER FILLER FOR SLAB LEVELING. OTHER FILLERS ARE MM)]THICK. 1. SUBMIT PRODUCT LITERATURE FOR EACH PRODUCT PROPOSED, INCLUDING BASE, DRIVEN BRUSHES. 4 ; .T� SUBJECT TO ENDORSEMENT BY THE SETTING MORTAR MANUFACTURER. d. VERSASHIELD FLOORING UNDERLAYMENT WITH VERSASSHIELD SEAM TAPE INSTALLED RESILIENT FLOORING,TRANSITION STRIPS,AND ADHESIVES. : a: iN 4. SCREED OR FLOAT TO APPROPRIATE THICKNESS AND SPECIFIED SURFACE PER MANUFACTURER INSTRUCTIONS. 2. SUBMITTALS: SUBMIT SAMPLES OF EACH TYPE OF RESILIENT FLOORING,AND EACH 097733 REINFORCED PLASTIC PANEL WALL COVERINGS -�� TOLERANCE. ALLOW TO SET PRIOR TO PROCEEDING WITH INSTALLATION. DO NOT e. CORK EXPANSION STRIP: COMPOSITION CORK STRIP COMPLYING WITH FS HH-C-576,TYPE TYPE OF RUBBER BASE FOR COLOR SELECTION BY THE INTERIOR DESIGNER. A.SUMMARY: FIBERGLASS REINFORCED POLYESTER PANEL(FRP)WALL COVERING. RUSSELL M. ,e0)) EXCEED THE MAXIMUM THICKNESSES FOR THIN BED MORTAR AS RECOMMENDED BY I-B, CLASS 2. C. MATERIALS: B.SUBMITTALS: PRODUCT DATA, INCLUDING ADHESIVES AND SEALANTS. BAUMANN n THE MANUFACTURER. f. WOOD FEATURE STRIPS: 2-INCH- (51-MM-)WIDE, SQUARE-EDGED WALNUT STRIPS 1. RESILIENT SHEET FLOORING:AS INDICATED ON THE DRAWINGS C.PANEL SYSTEM COMPONENTS: TEMPS, y D.EXECUTION FURNISHED IN LENGTHS AS LONG AS PRACTICAL AND IN THICKNESS TO MATCH WOOD 2. RUBBER BASE: 1. PANEL MATERIAL: • AZ • 1. PROVIDE CONCRETE SUBSTRATES FOR TILE FLOORS INSTALLED WITH DRY-SET OR FLOORING. a. RESILIENT BASE:ASTM F1861,TYPE TPR THERMOPLASTIC RUBBER; 1/8 INCH THICK; ROLL a. MARLITE(AS NOTED IN DRAWINGS). No. 6155 c.0•• - LATEX-PORTLAND CEMENT MORTARS THAT COMPLY WITH FLATNESS TOLERANCES g. METAL FEATURE STRIPS: 1/8-BY-1/8-INCH (3-BY-3-MM) SOLID BRASS STRIP, DESIGNED FOR STOCK; COVED AND STRAIGHT BASE AS SPECIFIED; 4 INCH HEIGHT, UNLESS OTHERWISE b. PANEL TYPE:AS SCHEDULED IN THE FINISH LEGEND. ~�� 11/07/20122 SPECIFIED IN REFERENCED ANSI A108 SERIES OF TILE INSTALLATION STANDARDS FOR INLAYING INTO ROUTED REVEAL IN WOOD FLOORING SURFACE. INDICATED ON THE DRAWINGS. c. THICKNESS: 3/32 INCH. o �`�'" INSTALLATIONS INDICATED. h. WOOD TRIM: IN SAME SPECIES AND GRADE AS WOOD FLOORING, UNLESS OTHERWISE 3. ACCESSORIES: d. SIZE:48 INCHES X LENGTH REQUIRED FOR CONDITIONS INDICATED. F O a. USE TROWELABLE LEVELING AND PATCHING COMPOUNDS PER TILE-SETTING MATERIAL INDICATED. a. SUBFLOOR FILLER: PORTLAND CEMENT BASED LATEX FILLER, MIXED WITH WATER TO e. FIRE RATING: MAXIMUM 25/450 FLAME SPREAD/SMOKE DEVELOPED IN ACCORDANCE 05/29/2018MANUFACTURER'S WRITTEN INSTRUCTIONS TO FILL CRACKS, HOLES,AND DEPRESSIONS. I. WOOD BASE: 3/4 INCH (16 MM)THICK BY 2 INCHES(100 MM) HIGH. PRODUCE A SELF LEVELING UNDERLAYMENT, OR CEMENTITIOUS PASTE,AS WITH ASTM E84. b. REMOVE PROTRUSIONS, BUMPS,AND RIDGES BY SANDING OR GRINDING. j. BASE SHOE MOLDING: 1/2 BY 3/4 INCH (13 BY 19 MM). APPROPRIATE TO PROJECT REQUIREMENTS. 2. MOLDINGS: MANUFACTURER'S STANDARD PVC CAP,CORNER,AND DIVISION 2. BLENDING: FOR TILE EXHIBITING COLOR VARIATIONS WITHIN THE RANGES SELECTED k. THRESHOLD:TAPERED ON EACH SIDE AND ROUTED AT BOTTOM OF ONE SIDE TO b. ADHESIVES:TYPES RECOMMENDED BY RESILIENT FLOORING AND BASE MOLDINGS; COLOR TO MATCH PANELS. OMIT BOTTOM TRIM WHERE PANEL ABUTS DURING SAMPLE SUBMITTALS, VERIFY THAT TILE HAS BEEN BLENDED IN THE FACTORY ACCOMMODATE WOOD FLOORING. MANUFACTURERS FOR SPECIFIC APPLICATION. FLASH COVED BASE. AND PACKAGED SO TILE UNITS TAKEN FROM ONE PACKAGE SHOW THE SAME RANGE IN I. REDUCER STRIP:AS NOTED IN DRAWINGS. c. TRANSITION STRIPS:VINYL; PRODUCTS AS INDICATED; COLOR AS SELECTED BY THE 3. PANEL AND MOLDING INSTALLATION ADHESIVE:AS RECOMMENDED BY THE FRP PANEL CONSULTING ENGINEER: COLORS AS THOSE TAKEN FROM OTHER PACKAGES AND MATCH APPROVED SAMPLES. C. PREPARATION: ARCHITECT FROM MANUFACTURER'S STANDARD. MANUFACTURER. 3. ANSI TILE INSTALLATION STANDARDS: COMPLY WITH PARTS OF ANSI A108 SERIES OF 1. CONCRETE SLABS: GRIND HIGH SPOTS AND FILL LOW SPOTS TO PRODUCE A MAXIMUM d. ALL OTHER MATERIALS NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE 4. SEALANT: FLEXIBLE WATERPROOF SILICONE SEALANT FOR BEDDING PANEL EDGES; TILE INSTALLATION STANDARDS IN"SPECIFICATIONS FOR INSTALLATION OF CERAMIC 1/8-INCH (3-MM) DEVIATION IN ANY DIRECTION WHEN CHECKED WITH A 10-FOOT(3-M) AND PROPER INSTALLATION OF RESILIENT FLOORING,SHALL BE ONLY AS RECOMMENDED WHITE COLOR. TILE"THAT APPLY TO TYPES OF SETTING AND GROUTING MATERIALS AND TO STRAIGHT EDGE. BY THE MANUFACTURER OF THE MATERIAL TO WHICH IT IS APPLIED AND SHALL BE D.INSTALLATION METHODS INDICATED OR REQUIRED. 2. USE TROWELABLE LEVELING AND PATCHING COMPOUNDS,ACCORDING TO SUBJECT TO THE APPROVAL OF THE ARCHITECT. 1. CUTTING AND FITTING 4. TCA INSTALLATION GUIDELINES: TCA'S"HANDBOOK FOR CERAMIC TILE INSTALLATION." MANUFACTURER'S WRITTEN INSTRUCTIONS,TO FILL CRACKS, HOLES,AND D. GENERAL RESILIENT FLOORING INSTALLATION REQUIREMENTS: a. CUT PANELS ACCURATELY TO SIZE WITH PROPER ALLOWANCE FOR EXPANSION AND COMPLY WITH TCA INSTALLATION METHODS INDICATED OR REQUIRED. DEPRESSIONS IN SUBSTRATES. 1. INSTALL SUBFLOOR FILLER TO FILL LOW SPOTS, CRACKS,CONSTRUCTION JOINTS, MOLDINGS. 5. EXTEND TILE WORK INTO RECESSES AND UNDER OR BEHIND EQUIPMENT AND 3. REMOVE COATINGS, INCLUDING CURING COMPOUNDS,AND OTHER SUBSTANCES ON HOLES AND OTHER DEFECTS,AND AS REQUIRED TO ADJUST LEVEL TO MEET b. SAND OR FILE ALL EDGES SMOOTH WITHOUT CHIPPING. FIXTURES TO FORM A COMPLETE COVERING WITHOUT INTERRUPTIONS, UNLESS SUBSTRATES THAT ARE INCOMPATIBLE WITH INSTALLATION ADHESIVES AND THAT ADJACENT FINISHES. FEATHER TO MAXIMUM SLOPE OF 1/8 INCH IN 3 FEET; FLOAT TO c. CUT OPENINGS FOR PENETRATIONS IN ACCURATE LOCATION WITH APPROXIMATE OTHERWISE INDICATED.TERMINATE WORK NEATLY AT OBSTRUCTIONS, EDGES,AND CONTAIN SOAP,WAX, OIL, OR SILICONE, USING MECHANICAL METHODS SMOOTH, FLAT, HARD SURFACE. PROHIBIT TRAFFIC OVER FILLER. 1/8-INCH CLEARANCE AROUND PENETRATIONS. CORNERS WITHOUT DISRUPTING PATTERN OR JOINT ALIGNMENTS. RECOMMENDED BY MANUFACTURER. DO NOT USE SOLVENTS. 2. INSTALL ALL RESILIENT FLOORING WHERE SCHEDULED IN ACCORDANCE WITH THE 2. ESTABLISH CENTERLINE OF EACH DISTINCT FLAT AREA TO BE COVERED. TRIM DIVISION / \ DESCRIPTION DATE 6. ACCURATELY FORM INTERSECTIONS AND RETURNS. PERFORM CUTTING AND DRILLING 4. BROOM OR VACUUM CLEAN SUBSTRATES TO BE COVERED IMMEDIATELY BEFORE MANUFACTURER'S RECOMMENDATIONS. MOLDINGS TO MATE WITH BASE MOLDINGS; INSTALL IN SOLID BED OF ADHESIVE, OF TILE WITHOUT MARRING VISIBLE SURFACES. CAREFULLY GRIND CUT EDGES OF PRODUCT INSTALLATION.AFTER CLEANING, EXAMINE SUBSTRATES FOR MOISTURE, 3. UNLESS INDICATED OTHERWISE, INSTALL RESILIENT FLOORING WITH JOINTS AND EITHER ON CENTERLINE, OR OFFSET 24 INCHES FROM CENTER,AS NECESSARY TO TILE ABUTTING TRIM, FINISH, OR BUILT-IN ITEMS FOR STRAIGHT ALIGNED JOINTS. FIT ALKALINE SALTS, CARBONATION, OR DUST. PROCEED WITH INSTALLATION ONLY AFTER SEAMS AS INDICATED ON THE DRAWINGS. MAXIMIZE PANEL WIDTHS AT CORNERS. MOLDING SHALL BE INSTALLED STRAIGHT AND TILE CLOSELY TO ELECTRICAL OUTLETS, PIPING, FIXTURES,AND OTHER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 4. TERMINATE RESILIENT FLOORING AT CENTERLINE OF DOOR AT DOOR OPENINGS PLUMB. m PENETRATIONS SO PLATES, COLLARS, OR COVERS OVERLAP TILE. D. EXECUTION WHERE ADJACENT FLOOR FINISH IS DISSIMILAR,AND WHERE NO THRESHOLD IS 3. CUT TOP CAP AND DIVISION OR CORNER MOLDINGS TO SHAPE,WITH EDGES TRIMMED ' 7. JOINTING PATTERN: LAY TILE IN GRID PATTERN, UNLESS OTHERWISE INDICATED.ALIGN 1. INSTALLATION INDICATED. TO FIT TO ADJACENT MOLDINGS. JOINTS WHERE ADJOINING TILES ON FLOOR, BASE,WALLS,AND TRIM ARE THE SAME A. COMPLY WITH FLOORING MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS, BUT 5. INSTALL EDGE STRIPS AT UNPROTECTED OR EXPOSED EDGES WHERE FLOORING 4. APPLY SEALANT INTO INSTALLED MOLDINGS IN SEQUENCE WITH PANEL INSTALLATION. SIZE. LAY OUT TILE WORK AND CENTER TILE FIELDS IN BOTH DIRECTIONS IN EACH NOT LESS THAN RECOMMENDATIONS IN NOFMA'S"INSTALLING HARDWOOD FLOORING." TERMINATES. 5. APPLY ADHESIVE TO BACKS OF PANELS IN ACCORDANCE WITH THE MANUFACTURER'S SPACE OR ON EACH WALL AREA.ADJUST TO MINIMIZE TILE CUTTING. PROVIDE B. CONCRETE SUBSTRATES:VERIFY THAT SLABS ARE DRY ACCORDING TO TEST METHODS 6. SCRIBE FLOORING TO WALLS, COLUMNS, CABINETS, FLOOR OUTLETS AND OTHER RECOMMENDATIONS. UNIFORM JOINT WIDTHS, UNLESS OTHERWISE INDICATED. RECOMMENDED BY FLOORING MANUFACTURER OR, IF NONE, BY TEST METHODS IN APPURTENANCES TO PRODUCE TIGHT JOINTS. 6. MAINTAIN LINES AND LEVELS OF PANEL EDGES AND MOLDINGS. 8. EXPANSION JOINTS: LOCATE EXPANSION JOINTS AND OTHER SEALANT-FILLED JOINTS, NOFMA'S"INSTALLING HARDWOOD FLOORING." 7. CLEAN SUBSTRATE. SPREAD CEMENT EVENLY IN QUANTITY RECOMMENDED BY 7. INSTALL PANELS TIGHT TO FLASH-COVED BASE TRIM. INCLUDING CONTROL, CONTRACTION,AND ISOLATION JOINTS,WHERE INDICATED C. WHERE WOOD FLOORING IS ADHESIVELY ATTACHED TO CONCRETE SLABS,VERIFY THAT MANUFACTURER TO ENSURE ADHESION OVER ENTIRE AREA OF INSTALLATION. 8. ALLOW 1/8-INCH GAP BETWEEN TOP CAP, CORNER, OR DIVISION MOLDING POSTS,AND DURING INSTALLATION OF SETTING MATERIALS, MORTAR BEDS,AND TILE. DO NOT SLABS ARE FREE OF CURING COMPOUNDS, SEALERS, HARDENERS,AND OTHER MATERIALS SPREAD ONLY ENOUGH ADHESIVE TO PERMIT INSTALLATION OF FLOORING BEFORE PANEL EDGE;ALL EDGES SHALL BE FIRMLY BEDDED TO THE MOLDINGS IN SEALANT. SAW-CUT JOINTS AFTER INSTALLING TILES. THAT MAY INTERFERE WITH ADHESIVE BOND. INITIAL SET. 9. PROMPTLY REMOVE SEALANT SQUEEZE OUT WITH A DAMP CLOTH,AS WORK 9. LOCATE JOINTS IN TILE SURFACES DIRECTLY ABOVE JOINTS IN CONCRETE D. PROVIDE EXPANSION SPACE AT WALLS AND OTHER OBSTRUCTIONS AND TERMINATIONS 8. SET FLOORING IN PLACE, PRESS WITH HEAVY ROLLER TO ENSURE FULL ADHESION. PROGRESSES; REMOVE ADHESIVE WITH APPROPRIATE SOLVENT. SUBSTRATES. OF FLOORING OF NOT LESS THAN DIRECTED BY MANUFACTURER. 9. SEAL JOINT BETWEEN FLOORING AND ADJACENT MATERIALS AT RESTROOMS, 10. INSTALL SEALANT BEHIND FLANGES AND AT PENETRATIONS THROUGH PANELING,AND 10. PREPARE JOINTS AND APPLY SEALANTS TO COMPLY WITH REQUIREMENTS OF DIVISION E. ENGINEERED-WOOD FLOORING: SET IN ADHESIVE PER MANUFACTURER'S INSTRUCTIONS. BATHROOMS, KITCHENS,AND OTHER MOIST AREAS WITH CLEAR SILICONE SEALANT. BETWEEN TOP CAP OF PANEL AND SUBSTRATE. 7 SECTION "JOINT SEALANTS." F. WOOD TRIM: NAIL BASEBOARD TO WALL AND NAIL SHOE MOLDING OR OTHER TRIM TO E. SPECIAL REQUIREMENTS FOR SHEET FLOORING: 11. CLEANING: REMOVE EXCESS ADHESIVE FROM FACE OF LAMINATE USING SOLVENT 11. GROUT TILE TO COMPLY WITH THE REQUIREMENTS OF THE FOLLOWING TILE BASEBOARD; DO NOT NAIL TO FLOORING. 1. INSTALL SHEET FLOORING TO A MINIMUM 1/3 FULL MATERIAL WIDTH,WITH LENGTH OF RECOMMENDED B MANUFACTURER. INSTALLATION STANDARDS: G. PROVIDE EXPANSION SPACE AT WALLS AND OTHER OBSTRUCTIONS AND TERMINATIONS SHEET PARALLEL TO LENGTH OF ROOM.WHERE CUTTING IS REQUIRED, DOUBLE CUT 12. FOR CERAMIC TILE GROUTS(SAND-PORTLAND CEMENT, DRY-SET, COMMERCIAL OF FLOORING AND WELD AS SPECIFIED.TRIM IN ACCORDANCE WITH MANUFACTURER'S 098100 ACOUSTIC INSULATION W PORTLAND CEMENT,AND LATEX-PORTLAND CEMENT GROUTS), COMPLY WITH ANSI INSTRUCTIONS. A.SUMMARY:ACOUSTIC INSULATION AND SEALANTS. LJ_ A108.10. E. CLEANING AND PROTECTION 2. SEAMS IN ACCORDANCE WITH THE MANUFACTURER'S PRINTED INSTRUCTIONS. B.MATERIALS: 13. FLOOR TILE INSTALLATION: INSTALL TILE TO COMPLY WITH REQUIREMENTS INDICATED, 1. COVER WOOD FLOORING BEFORE AND AFTER FINISHING DURING REMAINDER OF 3. UNLESS INDICATED OTHERWISE, LAY FLOORING WITH SEAMS PARALLEL TO BUILDING 1. MANUFACTURERS:JOHNS MANVILLE"SOUND CONTROL BATTS", CERTAINTEED INCLUDING THOSE REFERENCING TCA INSTALLATION METHODS AND ANSI A108 SERIES CONSTRUCTION PERIOD. USE HEAVY KRAFT-PAPER OR OTHER SUITABLE COVERING. LINES TO PRODUCE MINIMUM NUMBER OF SEAMS. "GREENGUARD CERTIFIED", OWNS CORNING"SOUND CONTROL BATTS." D OF TILE INSTALLATION STANDARDS. DO NOT USE PLASTIC SHEET OR FILM THAT COULD CAUSE CONDENSATION. 4. SPECIAL FLASHED COVED BASE REQUIREMENTS: 2. ACOUSTIC INSULATION:ASTM C665, TYPE I; UNFACED GLASS FIBER BATTS, BLANKETS, 14. JOINT WIDTHS: INSTALL TILE ON FLOORS WITH THE FOLLOWING JOINT WIDTHS: 2. CLEAN AND BUFF PER MANUFACTURE'S RECOMMENDATION IMMEDIATELY PRIOR TO a. PROVIDE COVE FILLET AT INTERSECTION OF FLOOR AND WALL TO EASE TRANSITION. OR ROLLS; MINIMUM FIRE HAZARD CLASSIFICATION RATING OF 25/50 PER ASTM E84; 15. PAVER TILE: 1/4 INCH(6.35 MM). BUILDING OCCUPANCY. b. MITER CUT, FIT,AND HEAT WELD ALL SEAMS, JOINTS, PENETRATIONS,AND TRANSITIONS. MINIMUM 3-INCH THICK, UNLESS REQUIRED OTHERWISE TO MEET THE STC �/� 16. BACK BUTTERING: FOR INSTALLATIONS INDICATED, OBTAIN 100 PERCENT MORTAR EXTEND FLOORING TO ELEVATION ABOVE FINISHED FLOOR LEVEL AS INDICATED. REQUIREMENTS INDICATED OR SPECIFIED; WIDTHS TO FRICTION-FIT BETWEEN STUDS, VJ COVERAGE BY COMPLYING WITH APPLICABLE SPECIAL REQUIREMENTS FOR BACK 095300 ACOUSTICAL PANEL CEILINGS c. CUT TOP EXPOSED EDGE STRAIGHT AND LEVEL. WHERE INDICATED FOR INSTALLATION IN STUD WALLS. LU E.Z BUTTERING OF TILE IN REFERENCED ANSI A108 SERIES OF TILE INSTALLATION A. REFERENCES: d. CAP TOP EDGE WITH CAP TRIM. MITER ALL TRIM CORNER JOINTS. INSTALL TRIM IN 3. ACOUSTICAL SEALANT: NON-HARDENING, NON-SKINNING, FOR USE IN CONJUNCTION co STANDARDS. 1. AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM): MAXIMUM PRACTICAL LENGTHS WITH NO PIECE SHORTER THAN 18 INCHES FOR WITH GYPSUM BOARD; SIMILAR TO USG "ACOUSTICAL SEALANT." 17. METAL EDGE STRIPS: INSTALL AT LOCATIONS INDICATED OR WHERE EXPOSED EDGE a. C635-METAL SUSPENSION SYSTEMS FOR ACOUSTIC TILE AND LAY-IN PANEL CEILINGS. CONTINUOUS RUNS LONGER THAN 18 INCHES, 4. ACCESSORIES: FURNISH OTHER ACCESSORIES SUCH AS FASTENERS AND RETAINERS, N OF TILE FLOORING MEETS CARPET,WOOD, OR OTHER FLOORING THAT FINISHES b. C636-RECOMMENDED PRACTICE FOR THE INSTALLATION OF METAL CEILING SUSPENSION F. RUBBER BASE INSTALLATION: NOT SPECIFICALLY DESCRIBED, BUT REQUIRED FOR A COMPLETE INSTALLATION. i- rN FLUSH WITH TOP OF TILE. SYSTEMS FOR ACOUSTIC TILE AND LAY-IN PANELS. 1. ADHESIVELY INSTALL RESILIENT BASE TIGHTLY TO WALL AND FLOOR SURFACES IN C.INSULATION: 18. WALL TILE INSTALLATION: INSTALL TYPES OF TILE DESIGNATED FOR WALL B. QUALITY ASSURANCE: ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. 1. INSTALL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS,AND AS INDICATED. INSTALLATIONS TO COMPLY WITH MANUFACTURERS' REQUIREMENTS, INCLUDING 1. CODES: CONFORM TO THE REQUIREMENTS OF THE AHJ, SEISMIC ZONE AS INDICATED 2. FIT JOINTS TIGHT,VERTICAL,AND IN ACCURATE ALIGNMENT. INSTALL BASE IN 2. TRIM INSULATION NEATLY TO FIT SPACES. .INSTALL WITHOUT GAPS OR VOIDS. �n Z THOSE REFERENCING TCA INSTALLATION METHODS AND ANSI SETTING-BED ON THE DRAWINGS, CISCA, AND THE REQUIREMENTS OF THE JURISDICTIONAL CODE MAXIMUM LENGTHS, WITH MINIMUM NUMBER OF JOINTS IN EACH RUN. NO SECTION D.SEAL PENETRATIONS THROUGH ACOUSTICAL ASSEMBLIES, EXCEPT FOR W "- E STANDARDS. AUTHORITIES. MAY BE SHORTER THAN 48 INCHES, EXCEPT AS REQUIRED BY WALL CONDITIONS. PENETRATIONS IN FIRE RATED CONSTRUCTION TO RECEIVE FIRESTOPPING. 19. JOINT WIDTHS: INSTALL TILE ON WALLS WITH THE FOLLOWING JOINT WIDTHS: PRODUCTS: 3. INSTALL BASE TO WALLS, COLUMNS,AND CASEWORK TOE KICKS IN ALL AREAS WHERE Z V J 20. WALL TILE: 1/16 INCH(1.6 MM). 1. ACOUSTICAL PANELS:AS INDICATED ON THE DRAWINGS. RESILIENT BASE IS SCHEDULED. r-+� a) 21. BACK BUTTERING: FOR INSTALLATIONS INDICATED, OBTAIN 100 PERCENT MORTAR 2. SUSPENSION SYSTEM: EXPOSED T SYSTEM:ASTM C635, HEAVY DUTY CLASSIFICATION; 4. MITER OR COPE INSIDE CORNERS FOR ACCURATE FIT. SCRIBE AND FIT TO DOOR 099000 PAINTING AND COATING ti.,,J 0 .- <" • COVERAGE BY COMPLYING WITH APPLICABLE SPECIAL REQUIREMENTS FOR BACK DIRECT HUNG; EXPOSED"T"DESIGN; FACTORY BAKED ON FINISH TO MATCH FRAMES AND OTHER OBSTRUCTIONS. A.SUMMARY: SITE APPLIED PAINT COATINGS, EXCEPT AS OTHERWISE NOTED. I. -- ' ` Q BUTTERING OF TILE IN REFERENCED ANSI A108 SERIES OF TILE INSTALLATION ACOUSTICAL PANELS. FURNISH STABILIZER BARS, SPLICES, EDGE AND WALL 5. OUTSIDE CORNERS: B.QUALITY ASSURANCE: r C�',/� v STANDARDS. MOLDINGS,AND OTHER ITEMS AS NECESSARY TO COMPLETE SUSPENDED CEILING a. SCORE BACK OF BASE MATERIAL WITH GROOVING TOOL AND ACCURATELY ALIGN TO 1. APPLICATOR: COMPANY SPECIALIZING IN COMMERCIAL PAINTING AND FINISHING WITH y.� Z 22. CLEANING: ON COMPLETION OF PLACEMENT AND GROUTING, CLEAN ALL CERAMIC TILE GRID SYSTEM. CORNER. A MINIMUM OF THREE YEARS DOCUMENTED EXPERIENCE. Z I* < , ' SURFACES SO THEY ARE FREE OF FOREIGN MATTER. USE CLEANING MATERIALS AND D. INSTALLATION: b. FIRMLY ADHERE TO WALL AT BOTH SIDES OF CORNER,WITH NO VISIBLE GAPS AT TOP OF 2. VISUAL STANDARDS: EACH DISTINCT AREA OF THE FINISHED WORK SHALL BE FREE OF r�^� U. INSTRUCTIONS. mj METHODS COMPLY WITH TILE AND GROUT MANUFACTURERS'WRITTEN 1.. INSTALL SYSTEM NACCO ACCORINSTALL AFTER MAJOR DING ANCE H ASTM K IS 36,MBC 1621.2.5 AND CISCA,THE c. STRETCH TOE OF COVED BASE FOR SMOOTH TRANSITION AROUND CORNER,WITH TOE IN CHECKING, CRACKING, SCRATCHES,TE. BASE. VARIATIONS IN COLOR AND SHEEN, UST, DIRT, BUGS,AND OTHER CONTAMINANTS. � W V J �- MANUFACTURER'S INSTRUCTIONS,AND AS SUPPLEMENTED IN THIS SECTION. UNIFORM CONTACT WITH THE FINISH FLOORING. C.SITE CONDITIONS: vJ NGE PEEL, RUNS, SAGS, BLISTERING, 1 V In rt W 096403 WOOD FLOORING 3. INSTALL GRID TO PRODUCE FINISHED CEILING TRUE TO LINES AND LEVELS INDICATED, 6. REMOVE EXCESS ADHESIVE FROM SURFACES WITHOUT DAMAGE. 1. WEATHER CONDITIONS: < coCL A.GENERAL WITHIN THE SPECIFIED TOLERANCES. G. CLEANING a. DO NO EXTERIOR WORK ON UNPROTECTED SURFACES WHEN RAINING, OR OTHER LL (,,,c 0 1. RELATED DOCUMENTS: DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, 4. INSTALL SUSPENSION SYSTEMS INA MANNER TO SUPPORT ALL SUPERIMPOSED 1. REMOVE EXCESS ADHESIVE FROM FLOOR, BASE,AND WALL SURFACES WITHOUT MOISTURE IS PRESENT OR EXPECTED, OR BEFORE APPLIED PAINTS CAN DRY OR ATTAIN r^ CO Q INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 LOADS, WITH MAXIMUM PERMISSIBLE DEFLECTION OF 1/270 OF SPAN.AT LOCATIONS DAMAGE. PROPER CURE. �/J SPECIFICATION SECTIONS,APPLY TO THIS SECTION. WHERE PARTITIONS EXTEND TO CEILING, ONLY, INSTALL SUPPLEMENTARY DIAGONAL 2. CLEAN BASE AND FLOOR IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. b. ALLOW WETTED SURFACES TO DRY AND ATTAIN TEMPERATURES AND CONDITION 2. SUMMARY BRACING TO STRUCTURE AT MAXIMUM 8'-0"O.C.ALONG LENGTH OF PARTITION,AND SPECIFIED HEREINAFTER BEFORE PROCEEDING WITH PREVIOUSLY STARTED WORK. a. ENGINEERED WOOD FLOOR. ABOVE EACH DOOR HINGE AND STRIKE JAMB 096813 CARPETING 2. TEMPERATURE: 3. QUALITY ASSURANCE 5. HANG SYSTEM INDEPENDENT OF WALLS, COLUMNS, DUCTS, PIPES AND CONDUIT. A. QUALITY ASSURANCE: CARPET INSTALLER SHALL HAVE MINIMUM OF 3 YEARS EXPERIENCE a. DO NO PAINTING WORK WHEN SURFACE AND AIR TEMPERATURES ARE BELOW 40 MDC a. INSTALLER QUALIFICATIONS: INSTALLATION SHALL BE PERFORMED BY A FIRM WHERE DUCTS OR OTHER EQUIPMENT PREVENT THE REGULAR SPACING OF HANGERS, IN CARPET INSTALLATIONS OF SIMILAR SIZE AND SCOPE. DEGREES F OR BELOW THOSE TEMPERATURES RECOMMENDED BY THE MANUFACTURER CORP - RELO EXPERIENCED IN THE APPLICATION OF SYSTEMS SIMILAR IN COMPLEXITY TO THOSE PROVIDE SECONDARY CARRYING MEMBERS FOR INDIRECT SUPPORT OF THE B. WARRANTY: FURNISH MANUFACTURER'S STANDARD 5-YEAR WARRANTY AGAINST WEAR FOR THE MATERIAL TYPE USED. REQUIRED FOR THIS PROJECT.ADDITIONALLY, INSTALLERS SHALL BE IN POSSESSION OF SUSPENSION SYSTEM, OR REINFORCE THE NEAREST ADJACENT HANGERS AND AND DETERIORATION. b. MINIMUM TEMPERATURES FOR LATEX FINISHES:45 DEGREES F FOR INTERIOR WORK AND THE MANUFACTURER'S INSTALLATION MANUAL AND ADHERE TO THE INSTRUCTIONS. RELATED CARRYING CHANNELS AS REQUIRED TO SPAN THE REQUIRED DISTANCE. C. MATERIALS: 50 DEGREES F. FOR EXTERIOR WORK, UNLESS APPROVED OTHERWISE. 7647 b. HARDWOOD FLOORING: COMPLY WITH NOFMA GRADING RULES FOR SPECIES, GRADE, 6. CENTER SYSTEM ON ROOM AXIS ACCORDING TO REFLECTED CEILING PLANS. 1. CARPET:AS SCHEDULED ON THE DRAWINGS. 3. LIGHTING: MAINTAIN A LIGHTING LEVEL OF MINIMUM 50 FOOT-CANDLES ON THE AND CUT. CERTIFICATION: PROVIDE FLOORING THAT CARRIES NOFMA GRADE STAMP ON 7. ANCHORAGE: 2. PAD:AS SCHEDULED ON THE DRAWINGS. SURFACES TO BE PAINTED OR FINISHED. EACH BUNDLE OR PIECE. a. PROVIDE ALL ANCHORS REQUIRED FOR THE INSTALLATION OF THE CEILING SYSTEM 3. WALK-OFF MAT:AS SCHEDULED ON THE DRAWINGS. 4. VENTILATION: PROVIDE ADEQUATE CONTINUOUS VENTILATION. "[CONSTRUCTION DRAWINGS c. MAPLE FLOORING: COMPLY WITH MFMA GRADING RULES FOR SPECIES, GRADE,AND CUT. UNLESS OTHERWISE NOTED. 4. ACCESSORIES: D.MAINTENANCE: CERTIFICATION: PROVIDE FLOORING THAT CARRIES MFMA MARK ON EACH BUNDLE OR b. DO NOT FASTEN TO THE UPPER FLUTES OF METAL DECKING. DO NOT USE FASTENERS IN a. CARPET GRIPPERS: ROBERTS ARCHITECTURAL"22-333", OR APPROVED. 1. FURNISH OVERAGE OF PAINT MATERIALS EQUAL TO 10 PERCENT MINIMUM OF PIECE. STEEL DECK WHICH PENETRATE MORE THAN 1 INCH. b. PAD TAPE: NON-PAPER TAPE RECOMMENDED BY PAD MANUFACTURER. QUANTITY OF EACH PAINT AND TRANSPARENT FINISH SYSTEM COMPONENT, COLOR d. SOUTHERN PINE FLOORING: COMPLY WITH SPIB GRADING RULES FOR SPECIES, GRADE, c. VERIFY LOCATION OF ALL CONDUIT IN POURED CONCRETE CONSTRUCTION BEFORE c. EDGE STRIPS: REDUCER STRIPS; SIZE AND CONFIGURATION AS APPROPRIATE FOR AND SHEEN REQUIRED FOR THE WORK, BUT FURNISH NOT MORE THAN FIVE FULL ONE DATE: 8/23/2018 AND CUT. MAKING ATTACHMENTS. CONDITIONS; COLOR AS SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD GALLON CANS, NOR LESS THAN TWO FULL ONE QUART CANS, OF EACH TYPE. e. SOFTWOOD FLOORING:COMPLY WITH WCLIB NO. 17 GRADING RULES FOR SPECIES, 8. INSTALL EDGE MOLDING AT INTERSECTION OF CEILING AND VERTICAL SURFACES, LINE. OVERRUNS IN EXCESS OF FIVE GALLONS MAY BE FURNISHED TO T-MOBILE AT THE SCALE: AS SHOWN GRADE,AND CUT. USING LONGEST PRACTICAL LENGTHS. MITER CORNERS. PROVIDE EDGE MOLDINGS AT d. WALK-OFF MAT SCREED: SCHLUTER;ALUMINUM; PROFILE AS INDICATED ON THE CONTRACTOR'S OPTION. OVERAGE SHALL BE TAKEN FROM THE BATCH MIX FURNISHED DRAWN BY: LEO V. 4. PROJECT CONDITIONS JUNCTIONS WITH OTHER INTERRUPTIONS. FABRICATE EDGE MOLDINGS TO FIT THE DRAWINGS,AND TO SUIT JOB CONDITIONS. FOR THE WORK. OVERAGE SHALL BE FURNISHED IN COMPLETELY FILLED, PROPERLY PROJECT No.: TM0422 SURFACES ENCOUNTERED. LABELED, SEALED CANS. SHEET: - A705 1 1 I 2 I 3 I 4 1 1 I 2 I 3 I 4 • IF 111 111M0 Dile 1.1. DIVISION 9 - FINISHES, CONT. DIVISION 10 - SPECIALTIES, CONT. DIVISION 12 - FURNISHINGS, CONT. DIVISION 16 - FIRE ALARM, CONT. 12920 SE 38th STREET BELLEVUE,WA 98006 E. MATERIALS: C. ACCESSORIES 2. RESILIENT ENTRANCE MAT: RETAIN "MANUFACTURERS" PARAGRAPH AND LIST OF 2. ACCEPTABLE MANUFACTURERS: EDWARDS, NOTIFIER, SIEMENS, SIMPLEX.WHERE www.t-mobile.com 1. GENERAL REQUIREMENTS: PAINTS NOT SPECIFICALLY LISTED SHALL BE"FIRST 1. FASTENERS: STAINLESS STEEL WHERE EXPOSED, HOT DIP GALVANIZED WHERE MANUFACTURERS BELOW TO REQUIRE PRODUCTS FROM MANUFACTURERS LISTED OR PART OF THE LANDLORD SYSTEM PROVIDE DEVICES MANUFACTURED BY AND QUALITY"COMMERCIAL PRODUCTS FROM ONE OF THE FOLLOWING: CONCEALED;TYPE BEST SUITED TO SUBSTRATE CONDITIONS. A COMPARABLE PRODUCT FROM OTHER MANUFACTURERS. COMPATIBLE WITH LANDLORD SYSTEM. a. BENJAMIN MOORE PAINT COMPANY. 2. FRAMED MIRROR: BOBRICK B-1652436 3. MANUFACTURERS: 3. WHERE PART OF THE LANDLORD SYSTEM PROVIDE DEVICES MANUFACTURED BY AND COPYRIGHT NOTICE: b. ICI PAINTS NORTH AMERICA 3. WASTE RECEPTACLE: PROVIDED BY T-MOBILE, INSTALLED BY G.C.. a. LEGACY NOP BY MATS INC., PO BOX 839,37 SHUMAN AVENUE, STOUGHTON, MA, 02072; COMPATIBLE WITH LANDLORD SYSTEM. COMPLY WITH ALL REQUIREMENTS AS These drawings and specifications are copyrighted and 2. ACRYLIC WALL SIZE: ONE OF THE FOLLOWING: 4. SEAT COVER DISPENSER: HEALTH GUARDS ITEM#420660, MODEL#HG12-FURNISHED TELEPHONE 800-MATS-INC(800-628-7462) OR 781-344-1536; FAX 781-344-1537; ESTABLISHED BY THE AHJ AND LANDLORD FOR TENANT SPACES. subject to copyright protection as an"architectural work" a. ICI DEVOE"WONDERPRIME"DR51701 VAPOR BARRIER PRIMER/SEALER. BY T-MOBILES VENDOR, INSTALLED BY G.C. WN V.MATSINC.COM. 4. THE SYSTEM SHALL OPERATE AS A LOW VOLTAGE, INTELLIGENT, POINT under sec 102 of the copyright act, 17 U.S.C. As b. ICI DULUX"ULTRA-HIDE" 1060 VAPOR BARRIER PRIMER/SEALER. 5. GRAB BAR: BOBRICK 8-6806 b. FOR VESTIBULES OR WHERE LOWER PROFILE IS REQUIRED: SUPREME NOP BY MATS INC. IDENTIFICATION FIRE MANAGEMENT SYSTEM.THE FIRE DETECTION AND CONTROL amended January 2003. The protection includes, c. BENJAMIN MOORE PAINT COMPANY"MOORE'S WALL-GRIP 203." 6. AUTOMATIC HAND DRYER: EXCEL XL-BW WITH ADA RECSEED MOUNTING KIT 40502. 4. RECESSED FRAMES:AS SHOWN IN DRAWINGS. SYSTEM SHALL MONITOR INTELLIGENT(ANALOG)AND ADDRESSABLE(DIGITAL) without limitation,composition of spathe overall form, arrangement and aces, and elements of the design. F. SURFACE PREPARATION: FIXED NOZZLE, WHITE FINISH. FURNISHED BY T-MOBILE'S VENDOR, INSTALLED BY G.C. 5. COLOR: MILL FINISH DEVICES,TRADITIONAL INITIATING DEVICES, POINT IDENTIFY THE ALARM LOCATION Under such protection, unauthorized use of these 1. PREPARE SURFACES BY REMOVING ALL DIRT, DUST, GREASE, OIL, MOISTURE,AND 7. 7.TOILET PAPER DISPENSER: BOBRICK B-76857 C. EXECUTION AND TRANSMIT A SIGNAL TO THE MONITORING AGENCY. drawings and specifications may result in cessation of OTHER CONTAMINANTS WHICH WILL IMPAIR THE PROPER ADHESION OF THE FINISH. D. FABRICATION 1. EXAMINE SUBSTRATES AND CONDITIONS WHERE FLOOR MATS WILL BE INSTALLED. DO 5. AN ALARM SHALL BE DISPLAYED ON AN 80 CHARACTER ALPHANUMERIC DISPLAY AT construction,building seizure,and/or monetary iiability. 2. FERROUS METAL SHOP PRIMED UNDER OTHER SECTIONS: CLEAN PREVIOUSLY PRIMED 1. USE STAINLESS STEEL FOR EXPOSED SURFACES; GALVANIZED STEEL MAY BE USED IN NOT PROCEED WITH INSTALLATION UNTIL UNSATISFACTORY CONDITIONS ARE THE MAIN PANEL.WHEN REQUIRED BY THE AHJ, PROVIDE REMOTE 80 CHARACTER SURFACES WITH NON-PETROLEUM BASED SOLVENT TO REMOVE OIL AND GREASE. CONCEALED LOCATIONS. FORM EXPOSED SURFACES FROM SINGLE SHEET OF STOCK, CORRECTED. SUB FLOOR SHALL BE CLEAN AND DRY,AND WITHIN ACCEPTABLE KEYPAD ANNUNCIATOR AT APPROVED LOCATION. REMOVE LOOSE RUST, BLISTERED AND PEELING PAINT TO BARE METAL BY SCRAPING, FREE FROM JOINTS,AND FLAT WITHOUT DISTORTION.WELD JOINTS OF FABRICATED TOLERANCES. 6. PROVIDE REQUIRED INTERFACE CONNECTION TO FIRE SPRINKLER SYSTEM TAMPER ARCHITECT: SANDING,AND WIRE BRUSHING IN ACCORDANCE WITH SSPC-SP2 AND SSPC-SP3. COMPONENTS AND GRIND SMOOTH. FABRICATE GRAB BARS OF TUBING, FREE OF 2. INSTALLATION SWITCHES, FLOW SWITCHES AND HIGH/LOW AIR PRESSURE ALARM SWITCHES. IMMEDIATELY APPLY TOUCH UP PRIME DAMAGED OR ABRADED SURFACES. LIGHTLY VISIBLE JOINTS, RETURN TO WALL WITH END ATTACHMENT FLANGES. KNURL GRIP a. INSTALL RECESSED MAT FRAMES TO COMPLY WITH MANUFACTURER'S WRITTEN INCLUDE CONNECTION TO TAMPER SWITCHES IN EXTERIOR VAULTS. HI., Architecture LLC SAND ALL SHOP PRIME PAINTED SURFACES TO RECEIVE PAINT FINISH, SURFACES. FABRICATE SOAP DISPENSERS TO OPERATE WITH LESS THAN 5 POUND INSTRUCTIONS. SET MAT TOPS AT HEIGHT RECOMMENDED BY MANUFACTURER FOR 7. PROVIDE CONNECTION FROM DUCT SMOKE DETECTORS TO FAN STARTER CONTROL U 3. GALVANIZED FERROUS METAL: CLEAN WITH NON-PETROLEUM BASED IN ACCORDANCE FORCE. PROVIDE HANGERS,ADAPTERS,ANCHOR PLATES AND ACCESSORIES MOST EFFECTIVE CLEANING ACTION; COORDINATE TOPS OF MAT SURFACES WITH CIRCUIT. FANS SHALL BE SHUT DOWN ON LOCAL DETECTION ONLY. PROVIDE h Drive, Chicago, IL 60601 WITH SSPC-SP1;ABRADE SURFACE WITH 3M""SCOTCHBRITE HEAVY DUTY"(BROWN) REQUIRED FOR INSTALLATION. KEY LOCKS ALIKE; FURNISH SIX(6) KEYS. BOTTOMS OF DOORS THAT SWING ACROSS MATS TO PROVIDE CLEARANCE BETWEEN INTERFACE RELAY TO CONTROL SYSTEM. 200 East Randolph West 3rolplp 20 r Tempe,AZ 85281 PAD,AS NECESSARY TO ACHIEVE SUFFICIENT PROFILE FOR PAINT ADHESION. 2. FRAMED MIRRORS: ONE COAT OF ORGANIC MIRROR BACKING COMPOUND TO THE DOOR AND MAT. 8. PROVIDE F.A. POWER AND FIRE CLOSURE SIGNAL CONNECTION TO ALL FIRE SHUTTERS 4. UNPRIMED FERROUS METAL: BACK SURFACE OF THE GLASS. b. INSTALL NECESSARY SHIMS, SPACERS,AND ANCHORAGES FOR PROPER LOCATION,AND IN CORRIDORS. SHUTTERS SHALL BE POWERED FROM FIRE ALARM PANEL. a. SOLVENT CLEAN IN ACCORDANCE WITH SSPC SP-1. 3. BACKING: GALVANIZED SHEET STEEL. ISOLATE GLASS FROM FRAME AND BACKING SECURE ATTACHMENT OF FRAMES. 9. PROVIDE MANUAL STATIONS WHERE REQUIRED. MANUAL STATIONS SHALL BE tel+1 480 626 6304 b. COMMERCIAL BLAST PER SSPC SP6. WITH RESILIENT,WATERPROOF PADDING 3. INSTALL GROUT AND FILL AROUND FRAMES AND, IF REQUIRED TO SET MAT TOPS AT DIE-CAST ALUMINUM WITH WHITE LETTERING AND RED FINISH. EQUIP WITH PLASTIC fax+1 480 401 3602 5. WOOD-OPAQUE PAINT FINISH: 4. FINISHES: PROPER ELEVATIONS, IN RECESSES UNDER MATS. FINISH GROUT AND FILL SMOOTH GUARDS. a. SPOT COAT KNOTS, PITCH STREAKS,AND SAPPY SECTIONS WITH SEALER. a. STAINLESS STEEL: NO.4 SATIN. AND LEVEL. 10. PROVIDE SMOKE DETECTORS WHERE REQUIRED. SMOKE DETECTORS SHALL BE b. FILL ALL NAIL HOLES AND CRACKS. SAND FILLER SMOOTH AND LEVEL WITH WOOD b. GALVANIZING:ASTM A 123 TO 1.25 OUNCES PER SQUARE FOOT. D. PROTECTION PHOTOELECTRIC TYPE WITH VISUAL INDICATION OF DETECTOR ACTUATION. SURFACE. c. CHROME PLATING:ASTM B 456, TYPE SC 2, POLISHED FINISH 4. AFTER COMPLETING FRAME INSTALLATION AND CONCRETE WORK, PROVIDE DETECTORS SHALL BE ADDRESSABLE AND INTELLIGENT TYPE. 6. WOOD-TRANSPARENT FINISH: FILL ALL EXPOSED FINISH NAIL HOLES AND CRACKS 5. SHOP ASSEMBLE UNITS AND PACKAGE COMPLETE WITH ANCHORS AND FITTINGS. TEMPORARY FILLER OF PLYWOOD OR FIBERBOARD IN RECESSES AND COVER FRAMES 11. DUCT SMOKE DETECTORS SHALL BE PHOTOELECTRIC TYPE AND SHALL OPERATE AT WITH MATCHING COLOR FILLER AFTER PRIME COAT IS APPLIED. SAND FILLER SMOOTH E. INSTALLATION WITH PLYWOOD PROTECTIVE FLOORING. MAINTAIN PROTECTION UNTIL AIR VELOCITIES OF 300 FEET PER MINUTE TO 2000 FEET PER MINUTE.AN INTEGRAL AND LEVEL WITH ADJACENT SURFACES. 1. SET PLUMB AND LEVEL, SQUARE AND RIGIDLY ANCHORED. INSTALL IN ACCORDANCE CONSTRUCTION TRAFFIC HAS ENDED AND PROJECT IS NEAR SUBSTANTIAL FILTER SYSTEM SHALL BE INCLUDED TO REDUCE DUST AND RESIDUE ACCUMULATION. 7. CONCRETE AND CONCRETE MASONRY UNITS: REMOVE ALL CONTAMINANTS BY WITH MANUFACTURER'S INSTRUCTIONS. COMPLETION. AN AIR FLOW MONITOR SHALL BE INCLUDED TO INDICATE THE PRESENCE AND i' WASHING AND WIRE BRUSHING. SANDBLAST IF NECESSARY. DIRECTION OF AIR FLOW THROUGH THE DETECTOR. PROVIDE FOR ALL FAN SUPPLYING 9-) 8. GYPSUM PLASTER AND WALL BOARD: REMOVE ALL LIGHT DUST AND DIRT. 104416 FIRE EXTINGUISHERS AND CABINETS AIR TO BUILDING WITH CFM TOTALS OF 2000 CFM OR GREATER. PROVIDE AT SUPPLY 9. EXISTING FINISHED SURFACES TO BE REPAINTED: A. SUBMITTALS: PRODUCT LITERATURE, INCLUDING EXTINGUISHER DIMENSIONS. AND/OR RETURN DUCT AS REQUIRED BY LOCAL CODE. . 4 ta. REMOVE LOOSE, BLISTERED, SCALED, OR CRAZED FINISHES TO BARE SUBSTRATE; B. EXTINGUISHERS: MULTI-PURPOSE DRY CHEMICAL TYPE: HEAVY DUTY DOT STEEL TANK; UL 12. HORN/STROBES SHALL BE SOLID STATE CONSTRUCTION AND SHALL PRODUCE A 10-.4$4 FEATHER NEW WORK INTO EXISTING WORK. PREPARE SURFACES TO THE NEAREST RATING 2A-10B;C, 5 LB CAPACITY, FM APPROVED; RED ENAMEL FINISH; PRESSURE GAGE; BROADBAND HORN SOUND OUTPUT OF 96 DBA(103 PEAK DBA)AT 10 FEET IN ANRUSSELL M. .t* BREAK LINE IF NECESSARY TO BLEND NEW FINISHES WITH OLD FINISHES. METAL VALVES AND SIPHON TUBES. - ANECHOIC CHAMBER.THE STROBES SHALL PRODUCE 8000 PEAK CANDLEPOWER ATn. v!'� b. WASH AND RINSE SURFACES WITH TRISODIUM PHOSPHATE AND WATER OR OTHER C. FIRE EXTINGUISHER CABINETS: ONE FLASH PER SECOND. BAUMANN SOLUTION REQUIRED TO REMOVE REMAINING FILM, WAX, OIL, GREASE, SMOKE OR 1. TYPE (ONE OF THE FOLLOWING): POTTER-ROEMER, INC.#7023-DV-VB-RR OR DIVISION 13 NOT USED C. EXECUTION: TEMPS, °•'-'3 FOREIGN MATTER WHICH WILL IMPAIR BOND, OR CAUSE BLEED THROUGH, OF NEWLY #7023-DV-VB-RR-FRC AT RATED CONSTRUCTION, LARSEN'S MANUFACTURING 1. INSTALLATION: •v > AZ IP APPLIED FINISHES. COMPANY#2409-R3 OR#FS-2409-R3 AT RATED CONSTRUCTION, J.L INDUSTRIES a. PROVIDE THE SYSTEM IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS,ALL No. 6155 .$•• -- c. LIGHTLY SAND, OR APPLY A LIQUID DEGLOSSER ON EXISTING SEMI-GLOSS AND #1817V17 OR#1817V17 FIRE-FX AT RATED CONSTRUCTION. APPLICABLE CODES AND THE MANUFACTURER'S RECOMMENDATIONS.ALL WIRING SHALL 14 1/07/2012 HIGH-GLOSS FINISHES BEFORE REFINISHING. 2. STYLE: SEM€-RECESSED(APPROXIMATELY 2-1/2"PROJECTION; ROLLED EDGE); STEEL BE INSTALLED IN STRICT COMPLIANCE WITH ALL THE PROVISIONS OF NEC:ARTICLE 760 A ��� Q � " G. SPECIAL APPLICATION REQUIREMENTS: FRAME AND DOOR WITH CONTEMPORARY 2 INCH WIDE DOUBLE STRENGTH GLASS AND C, POWER-LIMITED FIRE PROTECTIVE SIGNALING CIRCUITS OR, IF REQUIRED, MAY BE F 1. UNLESS SPECIFIED OR INDICATED OTHERWISE, FOLLOW PAINT MANUFACTURER'S INSERT. DIVISION 14 - NOT USED RECLASSIFIED AS NON POWER LIMITED AND WIRED IN ACCORDANCE WITH NEC:ARTICLE 0/3/29/201E3LABEL DIRECTIONS FOR GENERAL APPLICATION PROCEDURES AND COVERAGE RATES. 3. FINISH: MANUFACTURER'S STANDARD BAKED WHITE ENAMEL INTERIOR; FURNISH TO 760 A AND B. UPON COMPLETION, THE CONTRACTOR SHALL SO CERTIFY IN WRITING TO 2. DO NOT APPLY FINISHES ON SURFACES THAT ARE NOT SUFFICIENTLY DRY. MAKE SURE SECTION 099000 FOR FIELD PAINTING. T-MOBILE AND GENERAL CONTRACTOR. EACH COAT OF FINISH IS DRY AND HARD BEFORE A FOLLOWING COAT IS APPLIED 4. LETTERING: BLACK LETTERING IN VERTICAL FORMAT. b. THE SUPPLIER SHALL HAVE THE CAPABILITIES OF RESPONDING TO A SERVICE CALL WITH UNLESS THE MANUFACTURER'S DIRECTIONS STATE OTHERWISE. D. FIRE EXTINGUISHER BRACKETS: MANUFACTURER'S STANDARD J-TYPE. PROVIDE AT FIRE A FACTORY TRAINED TECHNICAL REPRESENTATIVE WITHIN 24 HOURS.ALSO,THIS 3. TINT FILLER TO MATCH STAIN WHEN CLEAR FINISHES ARE SPECIFIED;WORK FILLER EXTINGUISHER LOCATIONS WHERE NO CABINET IS INDICATED. SUPPLIER SHALL MAINTAIN AN ADEQUATE STOCK OF ALL PARTS NECESSARY FOR THE CONSULTING ENGINEER: WELL INTO GRAIN AND, BEFORE IT HAS SET, WORKING PERPENDICULARLY TO THE E. INSTALLATION: CKET. �+ r REPAIR OF THIS EQUIPMENT ON HAND AT ALL TIMES. G4. OPAQUEFINISHES:IN,WIPE THE EXCESS FROM THE SURFACE. 1. INSTALL 2. SECURE RIGIDLY IN PLACE IN ACCORDANCE WITH MCKETS 48 INCHES FROM FINISHED OR TO ANUFACOP OF TURER'SINSTRUCTIONS. DIVISION 1 J - MECH, PLUMB, FIRE c CHECKED OUT ANTHE SYSTEM, DN D ALLOCONNECN OF TIONS ONS TO INITIATING AND INDICATINGTION BY THE TOR, SHALL BE DEVICES SHALL BE a. APPLY NUMBER OF COATS SCHEDULED FOR EACH APPLICATION, EXCEPT THAT 3. INSTALL CABINETS PLUMB AND LEVEL IN WALL OPENINGS IN LOCATIONS AS INDICATED. SUPERVISED BY FACTORY TRAINED TECHNICIANS IN THE EMPLOY OF A FACTORY ADDITIONAL FINISH COATS SHALL BE APPLIED AS NECESSARY FOR COMPLETE HIDING OF UNLESS OTHERWISE INDICATED, INSTALL 30 INCHES FROM FINISHED FLOOR TO INSIDE SECTION 15000-MECHANICAL, PLUMBING&FIRE PROTECTION FRANCHISED DEALER FOR THE PRODUCT INSTALLED. EACH INDIVIDUAL DEVICE SHALL BE SUBSTRATE COLORS. BOTTOM OF CABINET. A. MECHANICAL CHECKED OUT AND TESTED FOR OPERATION BY A FACTORY TRAINED TECHNICIAN. b. APPLY PRIMER COATS UN-TINTED.WHERE MORE THAN ONE COAT OF PAINT IS REQUIRED, 4. WHEN RECESSED CABINETS ARE INSTALLED IN FIRE RATED WALLS, MAINTAIN FIRE 1. INSTALLATION AND MATERIALS OF ALL SYSTEMS SHALL CONFORM TO THE d. THE COMPLETED FIRE ALARM SYSTEM SHALL BE FULLY TESTED IN ACCORDANCE WITH TINT EACH SUCCEEDING COAT UP TO THE FINAL COAT SIMILAR IN TINT, BUT SLIGHTLY RESISTANCE RATING CONTINUOUSLY BEHIND THE CABINET. REQUIREMENTS OF THE CITY, COUNTY, STATE,AND NATIONAL CODES. NFPA 72H BY THE CONTRACTOR IN THE PRESENCE OF T-MOBILE'S REPRESENTATIVE AND LIGHTER IN VALUE (SHADE). 5. INSTALL IN LOCATIONS AS INDICATED ON THE DRAWINGS. 2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR AND REQUIRED TO VISIT THE SITE, THE LOCAL FIRE MARSHAL. UPON COMPLETION OF A SUCCESSFUL TEST,THE c. SAND LIGHTLY BETWEEN COATS IF NECESSARY TO ACHIEVE REQUIRED FINISH; SAND VERIFY DIMENSIONAL DATA AND REVIEW EXISTING CONDITIONS BEFORE PROCEEDING CONTRACTOR SHALL SO CERTIFY IN WRITING TO T-MOBILE. BETWEEN ALL COATS APPLIED TO WOOD SUBSTRATES. WITH THE WORK.ANY CONFLICTS WITH THE EXISTING CONDITIONS SHALL BE A DESCRIPTION DATE 5. ROLLERS FOR APPLICATION AND BACKROLLING OF LATEX PAINTS SHALL HAVE A NAP 105623 WIRE STORAGE SHELVING BROUGHT TO THE ATTENTION OF THE ARCHITECT. OF 3/8 INCH OR LESS. A. GENERAL: SHELVING SHALL CARRY THE APPROVAL OF THE NATIONAL SANITATION 3. A COMPLETE AND OPERABLE SYSTEM SHALL BE PROVIDED. THIS IS DEFINED AS ONE 6. WHERE ROLLER TEXTURE IS SCHEDULED FOR APPLICATION TO GYPSUM BOARD FOUNDATION(NSF) WHICH HAS BEEN FURNISHED, MOUNTED, INSTALLED,AND PLACED IN OPERATION, SURFACES, FINISH COATS MAY BE ROLLER APPLIED, OR SPRAY APPLIED AND B. PRODUCT:APPROVED PRODUCTS BELOW(OR EQUAL): BALANCED FOR AIR AND WATER, TESTED FOR CONFORMANCE TO THE CAPACITIES m BACKROLLED AT CONTRACTOR'S OPTION. a. ALERA WIRE SHELVING 48"X 24"X 72" CORRESPONDING TO THE DESIGN CRITERIA. 7. FACTORY PRIMED SURFACES:APPLY SCHEDULED FINISH SYSTEM, LESS PRIMER COAT, b. METRO SUPER ERECTA®(SES)48"X 24"X 72" 4. THE SYSTEM SHALL BE INSTALLED AND ADJUSTED IN ACCORDANCE TO THE EXCEPT AS NECESSARY TO FOR PATCHING DAMAGE TO FACTORY PRIME COATING. C. MATERIAL: SHELVES SHALL BE BRIGHT BASIC CARBON STEEL WIRE. POSTS SHALL BE COLD MANUFACTURER'S RECOMMENDATIONS,TESTED FOR SEQUENCE OF CONTROL 8. EXCEPT WHERE SCHEDULED OR INDICATED OTHERWISE,THE INTENT IS TO PAINT ALL ROLLED CARBON STEEL TUBING, ELECTRIC WELDED. PLASTIC CLIPS MATERIAL SHALL BE INCLUDING FAIL SAFE AND LIFE SAFETY CONSIDERATIONS AND AVAILABLE IN A CLEAN NEW ROOMS AND AREAS. ABS. CONDITION. - 9. EXISTING AREAS WHICH HAVE NOT BEEN REMODELED OR DO NOT HAVE PATCHED D. FINISH: BRIGHT PLATED 5. COORDINATE LOCATIONS OF ALL VISIBLE DEVICES WITH THE LIGHTING PLAN. SURFACES ARE NOT TO BE REPAINTED.WHERE EXISTING SURFACES HAVE BEEN E. SHELVES: CONSTRUCTION SHALL BE OF OPEN WIRE DESIGN OFFERING GREATER LIGHT B. DESIGN CRITERIA-HVAC SYSTEM REMODELED OR PATCHED THE ENTIRE ROOM IS TO BE REPAINTED, INCLUDING THE PENETRATION AND VISIBILITY, LIGHTER WEIGHT,AIR CIRCULATION AND MINIMAL DUST AND 1. MAINTAIN AN AVERAGE TEMPERATURE OF 68 TO 70 DEGREES DURING THE WINTER.75 ASSOCIATED ACCESS PANELS, ELECTRICAL PANELS, HOLLOW METAL DOORS AND DIRT ACCUMULATION. TO 77 DEGREES DURING THE SUMMER. FRAMES (BOTH SIDES),AND SIMILAR ELEMENTS WITHIN THE ROOM. F. FABRICATION: FACE RIBS SHALL RUN FRONT TO BACK EQUALLY SPACED ON 20.6MM 2. INTERIOR ZONES SHALL BE DESIGNED TO SERVE 1,800 SQUARE FEET EACH. EXTERIOR H. INTERIOR SYSTEMS: CENTERS AND TO BE OF 3.4MM WIRE. EACH SIDE(FOUR)OF SHELF SHALL CONSIST OF A ZONES SHALL BE DESIGNED TO SERVE 700 SQUARE FEET EACH. 1. GYPSUM BOARD-LATEX SYSTEM: CORRUGATED, REINFORCING TRUSS OF 4.5MM WIRE.AT THE FRONT AND BACK OF THE 3. EXHAUST ALL TOILET ROOMS TO THE OUTSIDE AT A RATE OF 2 CFM PER SQ. FT. a. SYSTEM: THREE COATS- FIRST COAT LATEX PRIMER SEALER(UN-TINTED), SECOND AND SHELF,THIS CORRUGATED REINFORCING SHALL BE WELDED TO 6.2MM RIB WIRE RUNNING C. DESIGN CRITERIA- PLUMBING SYSTEM THIRD COAT LATEX PAINT. PERPENDICULAR AND ABOVE THE FACE RIBS.A 6.2MM RIB WIRE SHALL BE WELDED TO THE 1. PROVIDE COMPLETE PLUMBING SYSTEMS NECESSARY TO OPERATE THE DEVICES b. SHEEN: ROLLER TEXTURE, SATIN SHEEN, EXCEPT PROVIDE FLAT SHEEN AT LIGHT COVES, BOTTOM OF THE TRUSS. AT THE ENDS OF THE SHELF,THE CORRUGATED REINFORCING SHOWN IN THESE DOCUMENTS. CEILINGS, SKYLIGHT AREAS, CLERESTORY AREAS, INTERIOR FASCIAS,AND OTHER LIGHT TRUSS SHALL BE WELDED TO PARALLEL 6.2MM WIRE RIBS. DEPENDING UPON THE WIDTH D. DESIGN CRITERIA-FIRE PROTECTION SYSTEM SENSITIVE SURFACES.VERIFY LOCATIONS OF EACH SHEEN WITH ARCHITECT BEFORE AND LENGTH OF THE SHELF, IT SHALL HAVE THREE OR FIVE LONGITUDINAL RIBS(6.2 MM) 1. PROVIDE THE NECESSARY FIRE SPRINKLER SYSTEMS AND FIRE ALARM SYSTEMS TO W PROCEEDING WITH WORK. WELDED TO THE FACE RIBS. IN ADDITION, CERTAIN LONGER LENGTHS SHALL HAVE ONE OR GIVE COMPLETE PROTECTION AS REQUIRED BY CODE. c. APPLICATION: TWO CORRUGATED REINFORCING TRUSSES(6.2MM)WELDED TO THE UNDERSIDE.AT EACH E. MEP/SPRINKLER NOTES i. USE ON ALL EXPOSED GYPSUM BOARD SURFACES, INCLUDING THE EXPOSED PORTIONS CORNER OF THE SHELF THERE SHALL BE A TAPERED, CONICAL FITTING MADE OF 2.6MM 1. ALL FIRE SPRINKLER WORK SHALL BE PERFORMED BY A BASE BUILDING APPROVED OF WALL SURFACES BETWEEN ADJACENT WALL-MOUNTED FIXTURES. COLD ROLLED STEEL TO THE PARALLEL RIB SUPPORTS.THE FITTING SHALL BE DESIGNED CONTRACTOR. SPRINKLER HEADS IN GYPSUM BOARD AND MALL FRONTS SHALL BE D ii. PROVIDE PRIME COAT ONLY BEHIND PERMANENTLY MOUNTED MECHANICALLY WALL TO ACCOMMODATE THE VERTICAL SUPPORTS. THE CORRUGATED TRUSS SHALL BE IN THE CONCEALED HEAD TYPE. SEMI-RECESSED OR CONCEALED TYPE MAY BE USED IN MOUNTED FIXTURES. SHAPE OF THE LETTER"W." LAY-IN CEILINGS VISIBLE TO CUSTOMERS. SURFACE MOUNTED HEADS ARE iii. DO NOT APPLY PRIMER OR PAINT COATINGS TO SURFACES TO RECEIVE ADHESIVELY G. POSTS: SHALL OF 1"O.D. ROUND STEEL TUBING, 1.5 MM THICK.THEY SHALL HAVE ROLLED ACCEPTABLE IN THE BACK AREA. V J MOUNTED MIRRORS OR TILE. GROOVES SPACED AT 1"O.C.ALONG THEIR LENGTH.THE TOPOF THE POST SHALL HAVE A 2. FIRE SPRINKLER DESIGN SHALL BE PERFORMED BY A STATE LICENSED DESIGNER. t , , 2. GYPSUM BOARD-SURFACES TO RECEIVE WALL COVERING:APPLY ONE COAT OF FINISHED PLASTIC CAP.A DIE CAST THREADED INSERT WITH AN ADJUSTABLE LEVELING 3. PAINT ALL DIFFUSERS AND GRILLS TO MATCH ADJACENT SURFACES. Lii Z ACRYLIC WALL SIZE. FOOT SHALL BE SHIPPED LOOSE FOR LATER INSERTION INTO THE POST BOTTOM. 4. BATTERY PACKS FOR EMERGENCY LIGHTS SHALL BE REMOTE OR RECESSED. n/ Cr) I. COLOR SCHEDULE: PROVIDE PAINT COLORS TO MATCH THOSE INDICATED ON THE H. METHOD OF ASSEMBLY: SHALL BE OF THE FRUSTAL-CONICAL DESIGN INCORPORATING A 5. IF CEILING ACCESS PANELS ARE REQUIRED, PAINT TO MATCH ADJACENT SURFACE. fTh DRAWINGS. WHERE A PAINT COLOR IS LISTED FROM A SPECIFIC MANUFACTURER, PAINT TWO PART TAPERED PLASTIC CLIP. ENGAGEMENT AND LOCKING SHALL BE ACCOMPLISHED 6. ALL TRACK LIGHTS MOUNTED ON P1 FINISH SHALL BE WHITE. l- PRODUCTS FROM OTHER APPROVED MANUFACTURERS MAY BE USED, PROVIDED THE WITH A PROTRUDING BEAD ON THE INNER CIRCUMFERENCE OF THE PLASTIC CLIP WHICH 7. VERIFY LOCATIONS OF DEMISING WALLS, CLEAR HEIGHTS, COLUMNS, MALL FRONTS I� �/� COLOR EXACTLY MATCHES THE SPECIFIED COLOR,AND THE PAINT SYSTEM MEETS THE WILL MATCH THE GROOVE IN THE POST.TWO PLASTIC CLIPS SHALL BE ATTACHED TO EACH AND ANY OTHER SIGNIFICANT COMPONENTS WITH THOSE INDICATED ON THE PLAN. N V SPECIFIED REQUIREMENTS. WHERE NO PAINT COLOR IS INDICATED, PROVIDE COLOR AND CORNER POST FOR EACH SHELF. BOTH THE CLIPS AND THE CORNER FITTING OF THE NOTIFY THE ARCHITECT OF ANY DIFFERENCES. 7 Z SHEEN AS SELECTED BY THE ARCHITECT. SHELVES SHALL HAVE THE IDENTICAL TAPER TO CREATE A WEDGE EFFECT,THEREBY 8. CEILING HEIGHTS INDICATED ON SHEET A-3 ARE INTENDED TO REPRESENT AN"IF ''^^ L 1. INSTALL SEALANT BEHIND FLANGES AND AT PENETRATIONS THROUGH PANELING,AND LOCKING THE SHELF SECURELY IN A RIGID POSITION. NO SCREWS OR OTHER FITTINGS POSSIBLE" SCENARIO. IF THE EXISTING STRUCTURE, MAJOR DUCTWORK OR OTHER V J - ct BETWEEN TOP CAP OF PANEL AND SUBSTRATE. SHALL BE REQUIRED TO EFFECT THIS ASSEMBLY. SHELVES SHALL BE VERTICALLY OBSTRUCTIONS PROHIBIT THE REFERENCED HEIGHTS, PROVIDE AS MUCH HEIGHT AS7 Z Z 2. CLEANING: REMOVE EXCESS ADHESIVE FROM FACE OF LAMINATE USING SOLVENT ADJUSTABLE IN 1"INCREMENTS. POSSIBLE, MAINTAINING A 6"DIFFERENCE FROM THE GYPSUM BOARD SURROUND TO V 1 k.....,RECOMMENDED BY MANUFACTURER. I. LOAD CAPACITY:800 LBS. PER SHELF EVENLY DISTRIBUTED. MAXIMUM LOAD PER THE LAY-1N CEILING. NOTIFY THE ARCHITECT OF THE DIFFERENCES PRIOR TO O QEasim ASSEMBLED UNIT NOT TO EXCEED 2,000 LBS. INSTALLATION. J. CASTORS: SHALL BE ZINC PLATE ROUND STEM CASTER WITH POLYURETHANE TREAD AND I-- U 0 ' + WHEEL DIMENSIONS OF 5"X 1 '/+".WIRE SHELF CARTS ARE STANDARD WITH(2)SWIVEL AND r 7 0 (2) SWIVEL LOCKING CASTORS. V yy�.� L �� K. SEISMIC ANCHORAGE:WHERE REQUIRED BY CODE AND/OR JURISDICTION HAVING Z 'Th < LL GOVERNANCE, PROVIDE CROSS-BRACING AND ANCHOR PLATES FOR SUPER ERECTA® - ' t i DIVISION 10 - SPECIALTIES (SES) PER MANUFACTURER'S SPECIFICATIONS. I W 0) L - � � '� {LL' LLI 101402 REST ROOM SIGNAGE DIVISION 16 FIRE ALARM "Q <C CO a. A. SUMMARY: 0- in 0 1. CODE-REQUIRED INTERIOR SIGNAGE. DIVISION 16 > V! 0 aCO- < 2. INSTALLATION OF SIGNAGE. SECTION 16720-FIRE ALARM SYSTEM B. SYSTEM DESCRIPTION: A. GENERAL 1. ACCESSIBILITY SIGNAGE: PROVIDE ACRYLIC PLASTIC REVERSE SILK SCREENED SIGNS I DIVISION 11 - NOT USED I. CONDITIONS OF THE CONTRACT WITH INTERNATIONAL SYMBOL OF ACCESSIBILITY, RAISED LETTERS,AND BRAILLE,AT A. THE GENERAL CONDITIONS AND SUPPLEMENTARY CONDITIONS SHALL APPLY TO AND MDC ACCESSIBLE TOILET FACILITIES; ONE FOR EACH SEX. FORM PART OF THIS DIVISION. CORP - RELO C. QUALITY ASSURANCE: 2. SCOPE: 1. REGULATORY REQUIREMENTS: SIGNAGE SHALL CONFORM TO THE REQUIREMENTS OF A. THIS SECTION INCLUDES ALL LABOR, MATERIAL, EQUIPMENT AND RELATED SERVICES 7647 THE JURISDICTIONAL CODE AUTHORITIES. NECESSARY TO FURNISH, INSTALL AND CONNECT A COMPLETE FIRE ALARM SYSTEM. D. MATERIALS: B. A FIRE ALARM SYSTEM SHALL BE PROVIDED WHERE REQUIRED BY LOCAL CODES AND/OR 1. PLASTIC SHEET: 1/8 INCH THICK ACRYLIC SHEET; LOW GLOSS FINISH. AS REQUIRED BY THE AHJ. 2. DOUBLE STICK TAPE:3M"SCOTCH BRAND#665"DOUBLE-STICK, DOUBLE-COATED DIVISION 12 - FURNISHINGS C. PROVIDE COMPLETE SYSTEM DESIGN AND SUBMITTAL INCLUDING PRODUCT DATA AND CONSTRUCTION DRAWINGS iii TAPE, 1/4"WIDE. SHOP DRAWINGS AND SUBMIT TO T-MOBILE FOR APPROVAL. UPON T-MOBILE APPROVAL, 0124813-ENTRANCE FLOOR MATS AND FRAMES SUBMIT TO THE AHJ FOR APPROVAL AND PERMIT. COORDINATE ALL INSPECTIONS AND SECTION 10810-TOILET ACCESSORIES A. RELATED DOCUMENTS PERFORM SYSTEM TESTING PER THE AHJ REQUIREMENTS. A. QUALITY ASSURANCE 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND B. PRODUCTS 1. CONFORM TO APPLICABLE ACCESSIBILITY CODE FOR LOCATING ACCESSORIES. SUPPLEMENTARY CONDITIONS AND DIVISION 01 SPECIFICATION SECTIONS,APPLY TO 1. COMPLY WITH NFPA 72 AND THE NEC AS APPLICABLE TO CONSTRUCTION AND DATE: 8/23/2018 B. MATERIALS THIS SECTION. INSTALLATION OF FIRE ALARM AND DETECTION SYSTEM COMPONENTS AND SCALE: AS SHOWN 1. STAINLESS STEEL: SHEET-IN ACCORDANCE WITH ASTM A 167,TYPE 304. B. PRODUCTS ACCESSORIES. PROVIDE COMPONENTS AND SYSTEMS WHICH ARE UL LISTED AND • 2. STAINLESS STEEL:TUBING- IN ACCORDANCE WITH ASTM A 269. 1. REGULATORY REQUIREMENTS: COMPLY WITH APPLICABLE PROVISIONS IN [THE U.S. LABELED FOR FIRE ALARM. PROVIDE FIRE ALARM AND DETECTION SYSTEMS AND DRAWN BY: LEO V. 3. GALVANIZED STEEL: IN ACCORDANCE WITH ASTM A 366. ARCHITECTURAL&TRANSPORTATION BARRIERS COMPLIANCE BOARD'S ADA-ABA ACCESSORIES WHICH ARE FM APPROVED. COMPLY WITH STATE AND LOCAL PROJECT No.: TM0422 4. MIRROR GLASS: IN ACCORDANCE WITH ASTM C 1036,TYPE L, CLASS 1,QUALITY Q1. ACCESSIBILITY GUIDELINES FOR BUILDINGS AND FACILITIES]AND[ICC A117.1] REQUIREMENTS AS APPLICABLE. SHEET: A706 1 1 1 2 1 3 I 4 1 1 I 2 I 3 I 4 NOTES: 1 • ABBREVIATIONS ABBREVI GENERAL STRUCTURAL NOTES Applies unless noted otherwise on drawings 1. EXISTING BULKHEAD AT Q1.12, I T a IIll le 2. 4 #12 SCREWS - TYP. NOTE: ABBREVIATIONS MAY OR MAY NOT HAVE BUILDING CODE: 3. 3625162-43 STEEL STUDS AT PERIODS, BUT SHALL BE READ AS SAME. 24 O.C. - TYP. 12920 SE 38th STREET , A.B. ANCHOR BOLT 2012 EDITION OF THE INTERNATIONAL BUILDING CODE WITH CITY OF TIGARD AMENDMENTS AND 4. BOX BEAM PER PLAN. BELLEVUE,WA 98006 STANDARDS REFERENCED THEREIN 5. GLAZING PER ARCH'L. www.t-mobile.com A.B.C. AGGREGATE BASE COURSE 6. EXISTING BULKHEAD. ACI AMERICAN CONCRETE INSTITUTE 7. 18 GAGE TRACK WITH 1 #10 A/C AIR CONDITIONER LOADS: SCREW AT EACH LEG - ATTACH A.F.F. ABOVE FINISHED FLOOR WIN 2 #10 SCREWS AT EACH COPYRIGHT NOTICE: AISC AMERICAN INSTITUTE OF STEEL DEAD LOAD= ACTUAL WEIGHT OF MEMBERS A 9) STUD AND 2 #10 SCREWS AT CONSTRUCTION INTERIOR LATERAL LOAD= 5 PSF. 12" O.C. INTO BOX BEAM - TYP These drawings and specifications are copyrighted and AIS1 AMERICAN IRON AND STEEL U.N.O. subject to copyright protection as an'architectural wore INSTITUTE 8. BOX BEAM WITH CONTINUOUS under sec. 102 of the copyright act, 17 U.S.C. As AITC AMERICAN INSTITUTE OF TIMBER SEISMIC: TRACK AT Q1,9, amended January 2003. The protection includes, CONSTRUCTION 9. ATTACHMENT ABOVE PER without limitation, the overall form, arrangement and RISK CATEGORY, II. T�' composition of spaces, and elements of the design. DETAILS 05 AND 06. ALT. ALTERNATE Under such protection, unauthorized use of these MAPPED SHORT PERIOD SPECTRAL ACCELERATION Ss = 0.976g. r 10. UNE OF SUSPENDED CEILING PER � drawingsand specifications mayresult in cessation of ANSI AMERICAN NATIONAL STANDARDS // r p MAPPED ONE SECOND SPECTRAL ACCELERATION, Si = 0.425g. r i i INSTITUTEi / ARCH'L construction,building seizure,andtor monetary liability. SOIL SITE CLASS, 0. (ASSUMED) 6 ii r APA AMERICAN PLYWOOD ASSOCIATION DESIGN SHORT PERIOD SPECTRAL ACCELERATION, Sds = 0.722g. O �� / / ARCH'L ARCHITECTURALM i DESIGN ONE SECOND SPECTRAL ACCELERATION, Sd1 = 0.446g. '�j /' , ASTM AMERICAN SOCIETY FOR TESTING SEISMIC DESIGN CATEGORY, D. AND MATERIALS �f� / r/ ARCHITECT: AWS AMERICAN WELDING SOCIETY ,' // jj/ A.W.H.S. AUTOMATIC WELDED HEADED STRUCTURAL STEEL: f / , JLL Architecture, LLC • / �, STUDS GENERAL: i U A.W.T.S. AUTOMATIC WELDED THREADED a �� BM BEAM STUDS ALL STEEL CONSTRUCTION PER REFERENCED AISC STEEL CONSTRUCTION MANUAL ALL TUBE Fr/��j��r ./ ../' / 200 East Randolph Drive, Chicago,IL 60601 STEEL SHALL BE ASTM A500 (Fy = 46 KSI). ALL MISCELLANEOUS STEEL UNLESS NOTED OTHERWISE 0 t 51 West 3rd,#201,Tempe,AZ 85281 B.F.F BELOW FINISHED FLOOR i / 1 r SHALL BE ASTM A36 (Fy = 36 KSI). THE TERMS PIPE AND ROUND HOLLOW STRUCTURAL SECTIONS ✓ BLT`. BLOCK t t B.O.B. BOTTOM OF BEAM (HSS) ARE USED SYNONYMOUSLY THROUGHOUT THESE DOCUMENTS ALONG WITH THE TERMS /t TUBE STEEL AND RECTANGULAR OR SQUARE HSS. / 337/11 ====11 ;7IH tel+I 480 626 6304 B.O.D. BOTTOM OF DECKi i B.O.F. BOTTOM OF FOOTING STEEL ERECTION NOTE: - 0 L - t--'a fax+1 480 401 3602 BRG BEARING 0 0 0 \-0) C CAMBER PER OSHA, STEEL MEMBERS AND DIAGONAL BRACING CANNOT BE RELEASED FROM HOISTING `C . ` - �° 0 C.C. CENTERLINE TO CENTERLINE CABLES UNTIL ALL BOLTS OR WELDS AT MEMBER ENDS ARE COMPLETE. CFS COLD FORMED STEEL ti C.G. CENTER OF GRAVITY WELDING: -(2) i C.I.P. CAST IN PLACE 0 (7) f��,,, a C.L. CENTERLINE UNLESS NOTED OTHERWISE, ALL SHOP AND FIELD WELDS PER REFERENCED EDITION OF THE AWS G.L.B. CENTERLINE OF BEAM STANDARDS. ALL WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES NOTES: ..."-• J C.L.C. CENTERLINE OF COLUMN AND HAVING DOCUMENTED CURRENT EXPERIENCE IN THE TYPE OF WELD SHOWN ON THE (3) t�.,\_/ �� C.L.F. CENTERLINE OF FOOTING DRAWINGS OR NOTES. CERTIFICATES SHALL BE THOSE ISSUED BY AN ACCEPTED TESTING 1. EXISTING STEEL DECK. ,/ Qom,•' t l2) C.L.W. CENTERLINE OF WALL AGENCY. ALL WELDING DONE BY E70 SERIES LOW HYDROGEN RODS UNLESS NOTED OTHERWISE. 8'-O" (MAX) 2. EXISTING STEEL JOIST. f .,.'''L 1Ep PRQ�FS FOR GRADE 60 REINFORCING BARS, USE E90 SERIES. THESE DRAWINGS DO NOT DISTINGUISH / (1) 3. P1001 UNISTRUT WITH P2786 .'f ► '� s CLFI CLEAR BETWEEN SHOP AND FIELD WELDS; THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR BEAM CLAMP AT EACH END .'f 0 s�5 �GIN2E9 /^c... CONC CONCRETE _ 0 .' DISCRETION. SHOP WELDS AND FIELD WELDS SHALL BE SHOWN ON THE SHOP DRAWINGS _ __.t -____ _ AT 2'-0" O.C. �r�.' 4� �' 13129 CONC C.J. CONCRETE CONTROL JOINT _ CONC S.J. CONCRETE SAWCUT JOINT SUBMITTED FOR REVIEW. - -- --- 4. STEEL TOP TRACK PER G.S.N. -13) Q. 5. 1/2" DIA BOLT WITH r-------(3) 29-13 C.M.U. CONCRETE MASONRY UNIT HIGH STRENGTH HEADED STUDS SHALL BE AUTOMATIC WELDED CONFORMING TO ALL { UNISTRUT P3010 CHANNEL 1 ag. CONN CONNECTION REQUIREMENTS OF THE REFERENCED EDITION OF THE "RECOMMENDED PRACTICES FOR STUD t t (12) NUT AT 24" O.C. 1 'o • EGON CONT CONTINUOUS WELDING". CONFORMANCE SHALL INCLUDE, BUT NOT BE LIMITED TO, ALL QUALITY CONTROL 6. STEEL STUD. .'' 116>2,��1 �9'� • CRSI CONCRETE REINFORCING STEEL TESTING PROVISIONS OF THE AFOREMENTIONED PUBLICATIONS I *0•,,- % 4INSTITUTE n., - (2) 7. CONTINUOUS STEEL CHANNEL ,..-- 0 i r,,► �•+e� D.F. {D.F.L.} DOUGLAS FIR LARCH 1'-0` (MAX) ," t$) t\\\t i/r FLANGES.x 12 GAGE �m 2 1/2" .%'���/ 1 0�j tR �' DL DEAD LOAD 15) Oi tr , f 8. (2) 1/2" DIA BOLTS WITH (7) EXPIRES:06.30.2020 DIA DIAMETER COLD FORMED STRUCTURAL STEEL FRAMING: S4L_ :.i L ._ SPRING NUTS IN UNISTRUT. r DN DOWN I �l 9. STEEL CUP ANGLE 2"x3`x12 i O'f GENERAL: �. -c1__-_ I __ " , ,. P DWG(S) DRAWING(S) GAGE x 1'-0 LONG (LLV). i , E.C. END TO CENTERLINE -ATn 10. 4 #10 SCREWS. �--" --� .'r ALL COLD FORMED STEEL COMPONENTS INDICATED ON THE STRUCTURAL DRAWINGS SHALL BE t E.E. END TO END 11. DIAGONAL BRACING PER t • •1 -� -� -- PER SSMA. COMPONENTS SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH f/ E.O.S. EDGE OF SLAB l ) DETAIL 01. i ,• •L _ EQ EQUALDMANUFACTURER'S RECOMMENDATIONS AND IN ACCORDANCE WITH THE REFERENCED EDITION OF / 13" \ 4 CONSULTING ENGINEER: "SPECIFICATIONS FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS" BY THE AISI \10) O 12. 12 GAGE SPLAY WIRE TIES L r �\\ ( ) EQUEXP. EQUIPMENT AND BOLT (E.B.) -EXPANSION BOLT HAVEICC ESR-3064P A MINIMUM YIELDRAPPROVED STRENGIH OFCC 33EKSI FORNT. STEEL FOR COLD 43 MIL THICKNESS ANDFLESS,DMEMBERS AND MINIMUM ALL (11) (7) AS SHOWN. 7l EXP. JT (E.J.) EXPANSION JOINT YIELD STRENGTH OF 50 KSI FOR 54 MIL THICKNESS AND GREATER. STEEL FOR BRIDGING SHALL (4) (10) (2) (8)-/ E.W. EACH WAY HAVE A MINIMUM YIELD STRENGTH OF 33 KSI. STEEL SHALL BE GALVANIZED AT LOCATIONS F.F. FINISHED FLOOR EXPOSED TO WEATHER AND WHEREVER NOTED. F.O.M. FACE OF MEMBER F.O.S. FACE OF STEEL SCREWED COLD FORMED TO COLD FORMED CONNECTIONS (I.E.: 97 MIL TO 97 MIL MAX) SHALL BEF-' -(6) F.O.W. FACE OF WALL HILTI SELF-DRILLING AND SELF-PIERCING SCREWS PER ICC ESR-2196, OR APPROVED ICC 0C5) GA GAGE (UNIT OF MEASUREMENT) EQUIVALENT. SCREW SIZE SHALL BE #10 X 3/4" MINIMUM AND MUST PROTRUDE THROUGH AND GALV GALVANIZED BEYOND THE CONNECTED STEEL MEMBERS A MINIMUM OF THREE FULL THREADS. SCREWS 41.___ G.S.N. GENERAL STRUCTURAL NOTES SHALL BE INSTALLED WITH A MINIMUM EDGE AND END DISTANCE OF THREE SCREW DIAMETERS. -JL.-Isri GLB (GLUCAN) GLUED-LAMINATED BEAM MIL THICKNESS / GAGE NUMBER REFERENCE: H.F. HEM FIR Q DESCRIPTION DATE HORIZ HORIZONTAL REINFORCING 27 MIL 22 GA 54 MIL 16 GA FULL HEIGHT STEEL STUD AT ROOF H.S. HEADED STUDS 33 MIL 20 GA 68 MIL 14 GA WALL PARALLEL TO EXISTING STEEL JOIST 0i SECTION - STOREFRONT IBC INTERNATIONAL BUILDING CODE 43 MIL 18 GA 97 MIL 12 GA ICBG INTERNATIONAL CONFERENCE OF 18-1283 NO SCALE OTA 018 AS NOTED 18-1283 NO SCALE BUILDING OFFICIALS WALLS: ICC INTERNATIONAL CODE COUNCIL ICF INSULATED CONCRETE FORMS STRUCTURAL STEEL STUD WALLS SHOWN ON PLAN SHALL BE INSTALLED PER STUD/SPACING AS I.F.W. INSIDE FACE OF WALL NOTED BELOW, TYPICAL U.N.O. ATTACHMENT OF STUDS TO TRACKS PER TYPICAL DETAILS U.N.O. NOTES: NOTES: NOTES: I.O.D. INTERPRETATION OF DRAWINGS ALL STUDS SHALL BE SECURELY SEATED FOR FULL END BEARING ON TOP AND BOTTOM TRACK. -• JST JOIST UNLESS NOTED OTHERWISE, INSTALL DOUBLE STUDS AT ALL JAMBS, CORNERS, INTERSECTIONS 1. EXISTING STEEL DECK. 1. 2 SIMPSON S 2 5A EACH 1. STEEL BOX COLUMN - SEE K(KIP) 1000 POUNDS AND ISOLATED BEARING POINTS OF FRAMING MEMBERS ABOVE, BRIDGING SHALL BE INSTALLED KLF KIPS PER LINEAR FOOT PER MANUFACTURER'S RECOMMENDATION WITH THE FOLLOWING MINIMUM REQUIREMENTS: 2. EXISTING STEEL JOIST. SIDE OF COLUMN. PLAN. 3. CONTINUOUS P1001 UNISTRUT 2. BOX COLUMN PER PLAN. - -r- 2. 3 #12 SCREWS AT EACH SIDE LBS LGR (#) POUNDSEDGERWITH ATTACHMENT PER DETAIL 3. BOX BEAM PER PLAN. OF COLUMN. INSTALL BRIDGING AT MID-HEIGHT FOR WALLS LESS THAN OR EQUAL TO 10'-0" HIGH, AND 5'-0" O.C. 05. 4. BEAM IS CONTINUOUS AS 3. 12 GAGE STEEL TRACK WITH MAXIMUM FOR WALLS GREATER THAN 10'-0" HIGH. IN ADDITION, BRIDGING SHALL BE INSTALLED LGS LIGHT GAGE STEEL 4. STEEL STUD. OCCURS. (4) HlLT1 X-U UNIVERSAL AT ROOF LINES AND ELSEWHERE AS NOTED ON THE DRAWINGS. SOLID BLOCKING SHALL BE LGSEA LIGHT GAGE STEEL ENGINEERS INSTALLED IN LIEU OF BRIDGING WHERE NOTED ON THE DRAWINGS. FOR NON-BEARING {1) 5. 1/2" DIA. BOLT WITH UNISTRUT POWER DRIVEN FASTENERS WITH ASSOCIATION PARTITIONS AND SOFFITS, SEE ARCHITECTURAL DRAWINGS. P3010 CHANNEL NUT ATf_(4) 1" EMBEDMENT. L.O.D. LOCATION OF DETAILS 24" O.C. 4. EXISTING CONCRETE SLAB ON LL LIVE LOAD -_ -_`__-__-_-___``-` 6. STEEL TOP TRACK PER G.S.N. GRADE. LLH LONG LEG HORIZONTAL GENERAL NOTES: ____________7\________ -`- 7� 7. CONTINUOUS STEEL TRACK x - .i LLV LONG LEG VERTICAL ,' `. ,' 12 GAGE WI1N 2 1/2" (1) MAS MASONRY VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS AND FIELD CONDITIONS. '\ (5) / \ / FLANGES. (1) (1) w MAS C.J. MASONRY CONTROL JOINT / /MAX MAXIMUM THE STRUCTURAL CONSTRUCTION DOCUMENTS REPRESENT 7HE FINISHED STRUCTURE. EXCEPT , MBMA METAL BUILDING MANUFACTURERS WHERE NOTED, THEY DO NOT INDICATE THE METHOD OF CONSTRUCTION. THE CONTRACTOR _ \/ _ _ill __________ 3 /"�/+' 7 ASSOCIATION SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECT THE STRUCTURE DURING --"`--- {�1MECH'L MECHANICAL CONSTRUCTION. SUCH MEASURES SHALL INCLUDE, BUT NOT BE UNITED TO, BRACING, SHORING X _,:r+ MFR'D MANUFACTURERED FOR LOADS DUE TO CONSTRUCTION EQUIPMENT, ETC. THE STRUCTURAL ENGINEER OF RECORD V(2) V 0 / G„(r SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S MEANS, METHODS, TECHNIQUES, PI , (3) 12) MFR{'S} MANUFACTURER(S) SEQUENCES FOR PROCEDURE OF CONSTRUCTION, OR THE SAFETY PRECAUTIONS AND THE `mia MIN MINIMUM N/A NOT APPLICABLE PROGRAMS INCIDENT THERETO (NOR SHALL OBSERVATION VISITS TO THE SITE INCLUDE �4 o INSPECTION OF THESE ITEMS). __ --_, ----_-_y �"""�� N.T.S. NOT TO SCALE / l3) ��../ d O.C. ON CENTER WHERE REFERENCE IS MADE TO VARIOUS TEST STANDARDS FOR MATERIALS, SUCH STANDARDS 0 (7) `2) . 01) ii) O.F.W. OUTSIDE FACE OF WALL SHALL BE THE REFRENCED EDITION AND/OR ADDENDA. ANY ENGINEERING DESIGN, PROVIDED BY __________ _____ O OPP OPPOSITE OTHERS AND SUBMITTED FOR REVIEW, SHALL BEAR THE SEAL OF A REGISTERED ENGINEER i ♦'• W co OSHA OCCUPATIONAL SAFETY AND RECOGNIZED BY THE BUILDING CODE JURISDICTION OF THIS PROJECT. (8) f�`�e'•"• lei (2) I N` �/ Cr) TION SHALL o HEALTH ADMINISTRATION W", ':Vs)s`Z I LL O N PAF POWDER ACTUATED FASTENER NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER GENERAL STRUCTURAL N N PDPAT SIMPSON OTOP HAT DRIVEN PIN NOTES AND CONFORM TO SPMILARICAL DETAILS. ON THEWHERE PROJECTS ANO/OR ASSHOWN, PROVIDED FORUCN THE CONTRACT (4) ..._. co PDPT SIMPSON POWDER DRIVEN PIN DOCUMENTS. WHERE DISCREPANCIES OCCUR BETWEEN PLANS, DETAILS, GENERAL __ -_J_rrt__ (1)-" D 0 f . o WITH TOP HAT (0.300" HEAD) STRUCTURAL NOTES AND SPECIFICATIONS, THE GREATER REQUIREMENTS SHALL GOVERN. 0 PLAN 0) O PCI PRECAST/PRESTRESSED CONCRETE ti) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF ALL DIMENSIONS WITct H INSTITUTE FULL HEIGHT STEEL STUD AT UNISTRUT .. b,p ARCHITECTURAL DRAWINGS PRIOR TO START OF CONSTRUCTION. RESOLVE ANY DISCREPANCY 3 P.C. PRECAST CONCRETE WITH THE ARCHITECT. ESTABLISH AND VERIFY ALL OPENINGS AND INSERTS FOR WALL PERPENDICULAR TO EXISTING STEEL JOIST BOX BEAM AT BOX COLUMN 02 BOX COLUMN BASE CONNECTION = O 'd PCF POUNDS PER CUBIC FOOT ARCHITECTURAL, CIVIL, MECHANICAL, PLUMBING AND ELECTRICAL ITEMS WITH THE APPROPRIATE 06 03 0 PLF POUNDS PER LINEAR FOOT TRADE DRAWINGS AND SUBCONTRACTORS PRIOR TO CONSTRUCTION. 18-1283 NO SCALE 18-1283 NO SCALE 1302-02M NO SCALE ro ± PLUS OR MINUS 0 '`"� PREFAB PREFABRICATED TYPICAL DETAILS MAY NOT NECESSARILY BE CUT ON PLANS, BUT APPLY UNLESS NOTED Si '"�w co PSF POUNDS PER SQUARE FOOT OTHERWISE. U Q Q CI PSI POUNDS PER SQUARE INCH NOTES: PT POST-TENSIONED CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON FRAMED CONSTRUCTION. z i PTI POST-TENSIONING INSTITUTE LOAD SHALL NOT EXCEED THE DESIGN LIVE LOAD PER SQUARE FOOT. 03 REINF REINFORCING 1, STEEL BOX BEAM. 2. 4x4x10 GAGE x 0'-3" LONG momJ O. SDI STEEL DECK INSTITUTE OPTIONS ARE FOR CONTRACTOR'S CONVENIENCE. IF AN OPTION IS CHOSEN, CONTRACTORop% N SHALL BE RESPONSIBLE FOR ALL NECESSARY CHANGES, APPROVALS AND THE COORDINATION OF STEEL BENT PLATE WITH ob SLH SHORT LEG HORIZONTAL THE WORK WITH ALL RELATED TRADES AND SUPPLIERS. (4) 6 #12 SCREWS AT EACH LEG. = U i a SLV SHORT LEG VERTICAL �5) 3. STEEL BOX COLUMN. �/ z limn LO ct ry SJI STEEL JOIST INSTITUTE 4. END OF BEAM AT Q.% CO'"' Q c SIM SIMILAR TO) 3. TURN OPPOSITE LEG !N FOR t,";C CID W SQ. SQUARE CONNECTION AT ¢4A, u- Lo O E!, SSMA STEEL STUD MANUFACTURERS Cf) ^ /L t /� b `Z ASSOCIATION .•��' V J Li.. V Vi s. STD STANDARD i aA STL STEEL 1 _ E-' TL TOTAL LOAD 7- r r T.Q.B. TOP OF BEAM l' t1 llt-{ � l I�t MDC CV T.O.C.T. TOP OF CONCRETE TOPPING CORPoT.O.D. TOP OF DECK P-1O - RELO i T.O.F. TOP OF FOOTING t- r--1 T.O.L. TOP OF LEDGER '7647 ZT.O.M. TOP OF MASONRY T.O.P. TOP OF PLATE (2) T.O.P.C. TOP OF PRECAST CONCRETE T.O.S. TOP OF STEEL 3 T.O.W. TOP OF WALL CONSTRUCT ION DRAWINGS44 TPI TRUSS PLATE INSTITUTE (3) THESE DRAWINGS/CALCULATIONS ARE CONSIDERED PRELIMINARY -NOT FOR W TYP TYPICAL CONSTRUCTION OR RECORDING UNLESS THE STRUCTURAL ENGINEER OF Z T&G TONGUE AND GROOVE RECORD'S SEAL IS AFFIXED WITH WRITTEN SIGNATURE. UBC UNIFORM BUILDING CODE o U.N.O. UNLESS NOTED OTHERWISE PROJECT NUMBER 18-1283 1 PROJECT MANAGER TRM DATE: 8/23/2018 VERT VERTICAL REINFORCING ?✓ WCLA WEST COAST LUMBER ASSOCIATION PROJECT ENGINEER AA PROJECT DRAFTER SAD SCALE: AS SHOWN >i WCLID WEST COAST LUMBER INSPECTION �^ INC DRAWN BY: BUREAU --L- - �" �ARUSO • TURLEY• SCOTT- INC PROJECT No.: TM0422 cd W.W.F. WELDED WIRE FABRIC SHEET: WWPA WESTERN WOOD PRODUCTS consulting structural engineers U ASSOCIATION ,"0;- 1215 West Rio Salado Parkway, Suite 200 o W/ WITH PLAN - BOX BEAM AT BOX BEAM �=1i W/C WATER TO CEMENT RATIO 04 Tempe,Arizona 85281 (480) 774-1700 (774-1701 FAX) W/O WITHOUT 04A S 0 0 1o AS NOTED 18-1283 NO SCALE www.ctsaz.com I 1 1 2 I 3 4 'i- , 1 I 2 I 3 I 4 ' ■ P/Lobi1e 13'-2" 13 -2 1S-2 1/4" 12920 SE 38th STREET 018 01B 018 BELLEVUE,WA 98006 LINE OF EXISTING www.t-mobile.com BULKHEAD ABOVE. ` — — — i(— COPYRIGHT NOTICE: -_-- es t a s__ __ __—__ _ _ _ _ __ _ __ ________ _ _ _ ___ __ —__ __ — __�_ , _ _ _ _ _ _ _ _ _ — __— _ __ _ _—__ �. subject o copyrightprotec on___—__ 7 ,,,, R„ 1— __ ..___,Z =1 I I- Zili,7 �� i, - - drawingsspecifications are copyrighted and rk" �'i(�,i iii ii n4!_......i ii��.'_ .,........._..i�M .�!.����N.IV'Li __ _W� «w _ ..... _______ iui p iii -..__ ..�..___ _ ..._ ( asian"architectural Ural . As ���B2 {{��11 �� �� _�i�1R�� � i 82,_�� _ _ _ l _ ��►lt ���, iiv ����� ,������� ��� ����� _�A_ ✓_ l SIC_ 1 _ -Z � �G �� �� zh_� ��-�`� —_--_-- - - — -- �2 - � � � under sec. 102 of the copyright act, 17 U.S.C. As amended January 2003. The protection includes, without limitation, the overall form, arrangement and composition of spaces, and elements of the design. LOW + + Under such protection, unauthorized use of these 02drawings and specifications may result in cessation of Tr04A + ! construction,building seizure,and/or monetary liability. 03 Yr ARCHITECT: N JLL Architecture, LLC ! E 200 East Randolph Drive,Chicago,IL 60601 tr. 51 West 3rd,#201,Tempe,AZ 85281 Ea E tel+1 480 626 6304 a) fax+1 480 401 3602 BOX BEAM AND COLUMN (SBC) SCHEDULE I_- 01B 18-1283 STEEL TRACK II clvti l I� ( c;<6°)p PROFFssi 11 STEEL STUD 04A I w6\ ,4GINEc� 0 7,--- ,,.. +i.,, 4 13129 I 1 S1 0829 18 -a ,:x.EGON iilir #10 TEK SCREWS (��I T Low 9l `�1'��l'+1 — 1411 AT 12 O.C. - TYP 'I LO ♦� �R r Ty Ii Ai& is EXPIRES:06.30.2020 1 iiI MARK SIZE TRACK REMARKS I, (�y '1CONSULTING ENGINEER: O ! B1 362S162-43 362T150-43 --- I 01 N ,i 1! 82 600S162-54 362T150-54 --- (' I 04 Cl 362S162-43 3621150-43 ALL COLUMNS SHOWN 1'! ON PLAN J a 11 1I DESCRIPTION DATE 1 m I 01A f 0 t E3 m is w 4WWe,-7_7_ W 1 1 { ,I 04A D A, 'I C U) a — 11 Ea iiLV Q + Q ,I I - N + � co el- I1 01 (-7 O !! a Z (3) Z C§ !' Cn ! Z = 0 Z J ci !1 c3) 0 0- O + com w-I ' 81 1— 0 0 Ce 0 Low _Z ? < Wmom TO'4' m I'+` (/) LOL OC � 0 11414 i' 11 01B Q f 0 II Er ; I W {!} LI.. HI MDC ;i4 CORP - RELO _ _ 7647 Z EXISTING DEMISING WALL. E C©NSTRUC7'ION DRA1NtNGS R CONSTRUUC71ONTHESE ORDRAWINGS/CALCULATIONS CONSIDERED RE ORD NGUNLESS THE STRUCTURAL INARY -NOT FOR ENGINEER OF W RECORD'S SEAL IS AFFIXED MR WRITTEN SIGNATURE. g PROJECT NUMBER 18-1283 PROJECT MANAGER TRM DATE: 8/23/2018 PROJECT ENGINEER AA PROJECT DRAFTER SAD DRAWN BY: C, AS SHOWN .8 _ CARUSO ' TU RLEY. SCOTT INC PROJECT No.: TM0422 i - STOREFRONT FRAMING PLAN B ._ consulting structural engineers SHEET: 1215 West Rio Salado Parkway, Suite 200 Q SCALE: 1/2" _ 1 -0" Tempe,Arizona 85281 (480) 774-1700 (774-1701 FAX) www.ctsaz.com S 0 0 2d O d✓ ,, 2 I 3 I 4 6 1 C `r t1