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BUP2016 00172 PROJECT DIRECTORY DATE:04/25/2016 TENANT CITY MUNICIPALITY JOB NO:1-216-061 BLUE NILE CITY OF PORTLAND BUILDING DE 411 FIRST AVENUE SOUTH,SUITE 700 450 110TH AVE NE DRAWN:STAFF • SEATTLE,WASHINGTON 98104 BELLEVUE,WA. 98009 PROJECT CONTACT:KRISTIE CALLIHAN BUILDING OFFICIAL: GREGG SCHRA CHECKED:CM PHONE:(206)336-6760 PHONE: (425)452-4114 c EMAIL:kdsbe.callihan@bluenile.com '11y of TIGNIRD 'DIN DIVISIU TENANT'S ARCHITECT TENANT'S STRUCTUAILL CORTLAND MORGAN ARCHITECT ENGINEER 711 N. FIELDER ROAD ARLINGTON TEXAS 76012 ALPESH CHAVDA PROJECT CONTACT: TRICIA RUSSELL HILLIARD GREEN DR PHONE: (817)635-5696 HILLIARD, OH 43026 FAX: (817)635-5699 C 0 R T L A N D Email: TRICIA@CMAIA.NET M 0 R G A N TENANT'S MEP ENGINEER LANDLORD A R C H I T E C T OMNI ENGINEERS MACERICH 280ON 2nd STREET, SUITE 144 111411 NORTH TATUM BLVD. ROGERS,ARIZONA 72756 PHOENIX,AZ 85028 711 N. FIELDER RD. CONTACT: KEN OVERMAN PROJECT CONTACT: KAREN L. MAYNARD ARLINGTON, TX 76012 PHONE: (813)785-7526 PHONE: (602)953-6526 PH: (817) 635-5696 EMAIL: ken@OmniEngineers.com FAX: .(817) 635-5699 WASHINGTON SQUARE, SPACE # R01 PLUMBING AND TOILET ROOM ANALYSIS TOILET ROOMS ARE WITHIN 300'OF THE TENANT'S STOREFRONT OPENING AND PER 9 34' 6`4 Sw WAS HINGTON SQUARE ROAD CODE WOULD NOT BE REQUIRED AS PART OF THIS RENOVATION. 0 WATER WILL BE PROVIDED BY THE TENANT VIA A WATER COOLER CONTAINED IN THE o PORTLAND , OR. 97223 BACK OF HOUSE AREA HAND SINK IS PROVIDED IN THE BACK OF HOUSE REGULATORY AGENCIES ABBREVIATIONS CODE ANALYSIS PROJECT DATA LIST OF DRAWINGS < THESE PLANS COMPLY WITH THE PROVISION OF TITLE III OF THE'AMERICANS WITH DISABILITIES ACT"(ADA)PUBLIC LAW 101-336, FOR HANDICAPPED ACCESSIBILITY FOR CUSTOMER AND EMPLOYEES AS WELL AS ICC A117.1,2M. ARCHITECTURAL C, AA - ALUMINUM ASSOCIATION ADJ. -ADJUSTABLE MECH. -MECHANICAL ALL WORK DONE UNDER THIS CONTRACT SHALL COMPLY WITH THE PROVISIONS OF THE SPECIFICATIONS,DRAWINGS& V) AAMA - AMERICAN ARCHITECTURAL MANUFACTURERS ASSOCIATION A.F.F. -ABOVE FINISHED FLOOR MED. -MEDIUM CONSTRUCTION CRITERIA OF THE OWNER,AND SHALL SATISFY ALL APPLICABLE CODES,ORDINANCES,AND REGULATIONS OF ALL •REVISED & ISSUED ACI - AMERICAN CONCRETE INSTITUTE ALT. -ALTERNATE MFR. -MANUFACTURER GOVERNING BODIES INVOLVED. ANY MODIFICATIONS TO THE CONTRACT WORK REQUIRED BY SUCH AUTHORITIES SHALL BE 0 ISSUED z ADC - AIR DIFFUSER COUNCIL ALUM. -ALUMINUM MIN. -MINIMUM PERFORMED BY THE GENERAL CONTRACTOR. ALL PERMITS AND LICENSES NECESSARY FOR THE EXECUTION OF THE WORK SHALL AGA - AMERICAN GAS ASSOCIATION ANIOD. -ANODIZED M. -MIRROR BE SECURED AND PAID FOR BY THE GENERAL CONTRACTOR. z 0 AIEE - AMERICAN INSTITUTE OF ELECTRICAL ENGINEERS AUTO. -AUTOMATIC misc. -MISCELLANEOUS a THESE PLANS ARE IN CONFORMANCE WITH THE FOLLOWING CODES: 5; 9 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION APPROX. -APPROXIMATE MLD'G. -MOLDING T s a z A151 - AMERICAN IRON AND STEEL INSTITUTE B/O -BY OWNER MTD. -MOUNTED cc BUILDING: (2014)OREGON STRUCTURAL SPECIALTY CODE(BASED ON THE 2012 IBC) 0 AMCA - AIR MOVING AND CONDITIONING ASSOCIATION BD. -BOARD MTL. -METAL a a PLUMBING: (2014)OREGON PLUMBING SPECIALTY CODE(BASED ON THE 2009 UPC) w z: 0 w ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE BLK. -BLOCK NO. -NUMBER MECHANICAL: (2014)OREGON MECHANICAL SPECIALTY CODE(BASED ON THE 2012 IMC AND 2012 IFGC) (L APA - AMERICAN PLYWOOD ASSOCIATION BLK`G. -BLOCKING NOM. -NOMINAL ENERGY: (2014)OREGON ENERGY EFFICIENCY SPECIALTY CODE(BASED ON THE 2009 IECC) Cy ARI - AIR CONDITIONING 4 REFRIGERATION INSTITUTE BOT. -BOTTOM NON-COM -NON-COMBUSTIBLE ELECTRICAL: (2014)OREGON ELECTRICAL SPECIALTY CODE(BASED ON THE 2014 NFPA 70 NEC) !9 19 ASHRAE - AMERICAN SOCIETY OF HEATING, REFRIGERATING 4 AIR CONDITIONING ENGINEERS FIRE SAFET"_-:�ODE: (2007)PORTLAND FIRE CODE(BASED ON THE 2007 OREGON FIRE CODE) DWG. # LIST OF DRAWINGS g h U) ASME - AMERICAN SOCIETY OF MECHANICAL ENGINEERS CLC. -CEILING N.T.S. -NOT TO SCALE 3 all CLR. -CLEAR O.C. -ON CENTER USE GROUP:M(MERCANTILE/RETAIL) A-0.0 TITLE SHEET 010 ASTM - AMERICAN SOCIETY FOR TESTING AND MATERIALS COL. -COLUMN PLAS. LAM. -PLASTIC LAMINATE CONSTRUCTION CLASSIFICATION:TENANT-TYPE II-N < AWI - ARCHITECTURAL WOODWORK INSTITUTE .CONST. -CONSTRUCTION PTD. -PAINTED COVERED MALL:YES EXISTING A-0.1 GENERAL NOTES, RESPONSIBILITY SCHEDULE 01 AWPA - AMERICAN WOOD PRESERVERS ASSOCIATION CONT. -CONTINUOUS RAD. -RADIUS SPRINKLERED:YES A-0.2 ARCHITECTURAL SPECIFICATIONS 01 0 < AWS - AMERICAN WELDING SOCIETY CONTR. -CONTRACTOR REF. -REFERENCE EXIT REQUIREMENTS: A-0.3 ARCHITECTURAL SPECIFICATIONS • BIA - BRICK INSTITUTE OF AMERICA DET. -DETAIL REM. -REMOVE A-0.4 ARCHITECTURAL SPECIFICATIONS • CRSI - CONCRETE REINFORCING STEEL INSTITUTE DIAG. -DIAGONAL REQ'D. -REQUIRED OCCUPANCY LOAD ETL - ELECTRICAL TESTING LABORATORIES DIAM. -DIAMETER RET. -RETURN SALES AREA =1/30=455 S.F./30=15 OCC. A-0.5 ARCHITECTURAL SPECIFICATIONS -0 FGMZ - FLAT GLASS MARKETING ASSOCIATION DIM. -DIMENSION REV. -REVISION STOCK ROOM AREA =1/300=37 S.F./300=1 OCC. A-0.6 DECOR FINISH SPECS. AND DOOR SCHEDULE 0 V) o FS - FEDERAL SPECIFICATION DN. -DOWN SECT. -SECTION IES - ILLUMINATING ENGINEERING SOCIETY DWG. -DRAWING S.F. -SQUAREFOOT TOTAL OCCUPANT LOAD= 16 OCC. ALL EXTERIOR SIGNS TO BE D-1.1 DEMO PLAN 0 MIA - MARBLE INSTITUTE OF AMERICA EA. -EACH SHIT. -SHEET EGRESS: I FILED UNDER SEPARATE PERMIT APPLICATION F-1.1 EGRESS AND FIXTURE FLOOR PLAN 000 NAAMM - NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS ELECT. -ELECTRICAL Sim. -SIMILAR 16 OCC.X.2 IN PER OCC=3.2 in REQUIRED A-1.1 ARCHITECTURAL FLOOR PLAN 0010 U) NBS - NATIONAL BUREAU OF STANDARDS EQ. -EQUAL SPEC. -SPECIFICATION 1 EXITS PROVIDED- 7'-6"WIDE ROLLING GRILLE AT THE G.C.SHALL SUBMIT ANY POST PERMIT SET REVISIONS A-1.2 DECOR PLAN 00 < (f) NCMA - NATIONAL CONCRETE MASONRY INSTITUTE EQUIP. -EQUIPMENT SQ. -SQUARE STOREFRONT.NO REAR ACCESS TO SPACE. TO D.O.B.AND PAY ALL RATED FEES AFTER PERMIT A-2.1 REFLECTED CEILING PLAN 00 NEMA - NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION EXIST'G. -EXISTING STD. -STANDARD HAS BEEN OBTAINED. NEPA - NATIONAL FIRE PROTECTION ASSOCIATION EXT. -EXTERIOR SYM. -SYMMETRICAL SITE INFORMATION A-3.1 INTERIOR ELEVATIONS 0 rn NSF - NATIONAL SANITATION FOUNDATION FLR. -FLOOR SYS. -SYSTEM STREET ADDRESS: 9364 SW WASHINGTON SQUARE ROAD FIRE ALARM WORK TO BE FILED UNDER SEPARATE -3.2 INTERIOR ELEVATIONS 00 NTMA - NATIONAL TERRAllO * MOSAIC ASSOCIATION F.R.P. - FIBERGLASS REINFORCED PLASTIC TEMP. -TEMPORARY PORTLAND,OR. 97223 PERMIT APPLICATION A-3.3 STORE CROSS SECTIONS 10 PCA - PORTLAND CEMENT ASSOCIATION F.R.T. - FIRE RETARDANT TREATED TyP. -TYPICAL A-4.1 STOREFRONT PLAN AND ECIEVATION 00 PS - PRODUCT STANDARD, U.S. DEPT. OF COMMERCE FURR'G. -FURRING U.O.N. -UNLESS OTHERWISE NOTED A-4.2 STOREFRONT ELEVATIONS AND DETAILS 00 SIGMA - SEALED INSULATING GLASS MANUFACTURERS ASSOCIATION HD. -HEAVY DUTY VERT. -VERTICAL SMACNA - SHEET METAL 4 AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION HDWR. -HARDWARE V.I.F. -VERIFY IN FIELD DEF�_:RREOSUBMITTAL SUMMARY' A-4.3 STOREFRONT SECTIONS 00 SSPC - STEEL STRUCTURES PAINTING COUNCIL HORZ. -HORIZONTAL W/ -WITH 0 FIRE SUPPRESSION PLANS AND SECTIONS. A-4.4 STOREFRONT SECTIONS 0 TCA - TILE COUNCIL OF AMERICA HR. -HOUR W/o -WITHOUT •0 FIRE ALARM SYSTEM PLAN. STOREFRONT SECTIONS 0 UL - UNDERWRITERS LABORATORIES, INC. HT. -HEIGHT & -AND 0 FIRE SPRINKLER PLAN. WGLIB - WEST COAST LUMBER INSPECTION BUREAU L.P. -LIGHT PANEL @ -AT 0 FIRE DETECTION/ALARM DATA WIRING SCHEMATIC. A-5.1 WALL TYPES AND FEATURE WALL SECTION 00 WWPA - WESTERN WOOD PRODUCTS ASSOCIATION MAX. -MAXIMUM -CENTER LINE 0 FIRE DETECTION/ALARM DATA OPERATIONAL MATRIX. 5PIB - SOUTHERN PINE INSPECTION BUREAU CE 0 MECHANICAUPLUMBING/ELECTRICAUFIRE EQUIPMENT CUT SHEETS. 4�kED 0 INSTALLER CERTIFICATIONS. 0 BATTERY CALCULATIONS. 0 SAMPLE FIRE ALARM LOG BOOK. 0 EMERGENCY POWER SYS.SPECS. ORTLAND MORG 0 MONITORING STATION INFORMATION. 0 VOLTAGE DROP CALCULATIONS. • 0 SIGNAGE. Ai MEP t�� ARLINGTON,TEXAS 0 M1.0 MECHANICAL PLAN, DETAILS, AND SCHEDULES 010 1 .......... `P JEC- 7-K PtAW M2.0 MECHANICAL SPECIFICATIONS 0 SYMBOLS LEGEND PROJECT LOCATION MAP R0 ?ZN0 1- P1.0 PLUMBING PLAN, DETAILS, AND SCHEDULES 0 PARTITION TYPE ............ ........ P2.0 PLUMBING SPECIFICATIONS 0 F1;::,;:,:.: .. .. ........... DRAWING TITLE BUILDING SECTION /\,4� DESIGNATION Jcpenney REVISIONS 00 05/oq/2016 SCALE: NUMBER E1.0 ELECT. LEGEND, LIGHTING FIXT. SCHEDULE & SPECS. 1010 RE:'V &CLARIFICATION NORTH REVISION TAG E2.0 POWER/DATA PLAN, LIGHTING PLAN, RISERIPANEL SCHED ............ c r; SHEET REFERENCE DETAIL 01 E3.0 LOW VOLTAGE SYSTEMS PLAN, DATA SCHEM., DATA NOTES NUMBER NUMBER wk _ AADD ... ........ .. .... ........... ADDENDUM TAG EN1.0 ENERGY CALCULATIONS 01 T .. .............. _j r?- DETAIL TITLE ENLARGED PLAN . . ..... DICWS .................. . .... . SPORTING ................... ........ GOODS SCALE: DTL_ID NUMBER .......... REVISION BUBBLE .......... .......... SHEET REFERENCE .......... NUMBER SHEET REFERENC4E STRUCTURAL NUMBER MIRROR ........ ... DETAIL OR SECTION 0. si STOREFRONT SUPPORT PLAN & DETAILS 101 1 1 NUMBER MATCH LINE NUMBER FINISH TYPE ........ ...... DESIGNATION ............ UNITI INSERTION POINT UNIT2 . ......................... SHEET REFERENCE SHEET REFERENCE DESIGNATION NUMBER A NUMBER LEVEL LINE, CONTROL SHEET NAME ....................... MACY"S r -I _i� :,bb ELEVATION NUMBER POINT OR DATUM A.F.F ................... CEILING TAG type FIN. FLR. D c finish DRAWMsCORMOLOGY .......... SURFACE MTD. COVER SHEET ......................... SHEET REFERENCE ....................... TR NORD OM EXISTING COLUMN STANDARD NUMBER B DESIGNATION v s no•,. A 0 RECESSED STANDARD ELEVATION NUMBER e .......... . ...... ......... ............... FLAG NOTE q or . .... ... . .. ..... Jtf -011 DESIGNATION EW COLUMN �q . ........... SHEET NUMBER SHEET REFERENCE DESIGNATION A BREAK MARK NUMBER DESIGNATION EQUIPMENT TYPE =A�DESIGNATION MATERIAL CHANGE KEYNOTE TAG 1'1��DESIGNATION MILLWORK CT VCT =�:::� CASEWORKTAG [--y ROOM DESIGNATION NORTH 9364 SW WASHINGTON SQUARE ROAD NORTH 9364 SW WASHINGTON SQUARE ROAD AmOsO DOOR TAG PORTLAND, OR. 97223 OMCIE COPY ACCESSORIES TAG PORTLAND, OR. 97223 XXX5.F. P vM C I L S F ? 05/09/16, A-0.0, -1.1, A-1.1, A-2.1, A-3.2, A-3.3, A-5.1 01 OF 20 NUMBER DATE SHEETS AFFECTED DESCRIPTION GENERAL CONDITIONS GENERAL NOTES PROJECT CLOSIE OUT RESPONSIBILITY SCHEDULE DATE: 04/25/2016 EVERY ATTEMPT HAS BEEN MADE TO ASSURE ALL INFORMATION HAS BEEN COORDINATED AND FURNISHED INSTALLED A. FIELD CONDITIONS ALL WORK IS TO CONFORM TO ALL APPLICABLE CODES AND REGULATIONS. PROJECT CLOSE OUT SHOULD OCCUR WITHIN 60-90 DAYS AFTER THE STORE OPENS. FINAL REQUISITION FOR REFLECTED IN THE INFORMATION GIVEN TO BID AND CONSTRUCT THE SPACE.IF CONFLICTING BY BY JOB NO: 1-216-061 PAYMENT WILL BE MADE TO THE CONTRACTOR WHEN ALL CLOSE OUT PAPERWORK IS IN A COMPLETE CLOSE OUT INFORMATION OR DIRECTION OCCURS,THE GENERAL CONTRACTOR SHALL NOTIFY THE OWNER'S THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED PERMITS AND APPROVALS PRIOR TO COMMENCEMENT OF WORK. FILE TO INCLUDE: PROJECT MANAGER AND THE ARCHITECT IN WRITING OF THE CONFLICTING INFORMATION PRIOR O $ CONTRACTOR SHALL VERIFY ALL CONDITIONS AS WELL A5 ALL DIMENSIONS AND CONDITIONS INDICATED IN DRAWN:STAPP THE DRAWINGS,PRIOR TO ACTUAL CONSTRUCTION. ANY VARIATION FROM CONDITIONS INDICATED IN THE TO PROCEEDING.IF THE GC PROCEEDS WITHOUT WRITTEN CLARIFICATION,THEY ARE DOING SO DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND OWNER'S REPRESENTATIVE THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING ALL REQUIRED INSPECTIONS AND CERTIFICATES. • SIGNED OFF PUNCH LISTS FROM BLUE NILE,JGA AND LANDLORD. AT THEIR RISK AND WILL BE RESPONSIBLE FOR ANY COSTS OR TIME DELAYS OCCURRED F w ❑ F w ❑ PRIOR TO COMMENCING WORK. • FINAL LIEN WAIVERS FROM G.C.AND ALL SUBCONTRACTORS. RESULTING FROM THEIR ACTIONS. z > z > CHECKED: CM I- O F- p r- O r p B. COORDINATION OF WORK THE CONTRACTOR WILL BECOME FAMILIAR WITH EXISTING CONDITIONS AND SHALL VERIFY EXISTING FIELD CONDITIONS IN THE FIELD PRIOR • AS-BUILT DRAWINGS. �d p o q U q p CLARIFICATION TO COMMENCEMENT OF THE WORK,AND SHALL REPORT ANY DISCREPANCIES BETWEEN THE DRAWING AND FIELD CONDITIONS TO THE • AIR BALANCE REPORT BY INDEPENDENT AIR BALANCING COMPANY WHICH HAS BEEN REVIEWED AND Z Z z Z Z z z /REMARKS THE CHARACTER AND SCOPE OF THE WORK ARE ILLUSTRATED BY THE WORKING DRAWINGS. CONTRACTOR ARCHITECT. APPROVED BY THE PROJECT MECHANICAL ENGINEER. 0 � g � c7 ��' g SHALL CAREFULLY EXAMINE ALL THE DRAWINGS AND BE RESPONSIBLE FOR THE PROPER INSTALLATION OF • CERTIFICATE OF OCCUPANCY AND ALL INSPECTION SIGN OFF CARDS. PRE-CONSTRUCTION HIS WORK AND PROPER CONSIDERATION FOR THE WORK OF OTHERS AND EXISTING BUILDING FOR GENERAL CONDITIONS REFER TO AIA DOCUMENT A1071997, • ALL EQUIPMENT OPERATION AND MAINTENANCE MANUALS. CONSTRUCTION. DO NOT PLACE DUCTS,PIPING,CONDUIT OR ANY OBSTRUCTION SO AS TO IMPAIR REQUIRED • SWORN STATEMENT OF CONTRACTORS COSTS FORM. PERMITS,FEES AND INSURANCE ■ CEILING HEIGHTS AND CLEARANCE FOR LIGHTING FIXTURES,ETC. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK TO BE WARRANTED FOR A PERIOD NO LESS THAN ONE YEAR. • LIST OF ALL SUBCONTRACTORS WITH CONTACT NAMES AND PHONE NUMBERS. TEMPORARY UTILITIES ■ COORDINATE WITH LANDLORD THE.PROTECTION OF EXISTING ADJACENT TENANT(S)AND BUILDING FACILITIES. CONTRACTOR TO • CHANGE ORDER ANALYSIS FORM. CONSTRUCTION BARRICADE WITH WITH DOOR 0 INCLUDES SPECIAL PERMITS AND DWGS COORDINATE WITH LANDLORD AND OBTAIN AND FOLLOW BUILDING RULES AND REGULATIONS FOR THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING • CONTRACTORS CERTIFICATE OF INSURANCE. CONSTRUCTION BARRICADE GRAPHIC COORDINATE WITH LANDLORD CONSTRUCTION. MANAGEMENT. AT THE TIME TO CLOSE OUT PACKAGE IS PRESENTED TO CM/ARCHITECT,PM AND CMlARCHITECT WILL REVIEW REMOVE CONSTRUCTION BARRICADE 0 ■ COORDINATE WITH LANDLORD,SEE NOTE#15 C. BUILDING CODES AND REGULATIONS ALL ELECTRICIANS AND PLUMBERS INVOLVED IN THE WORK AREA TO BE LICENSED AND BONDED. THE PROJECT BOOK AND ENSURE IT CONTAINS ALL REQUISITE CONTRACTS,FORMS AND FILES. AT THIS TIME, SAWCUTTING,CORING,CHANNELING OF EXISTING CONCRETE ■ REFER TO DRAWINGS ■ ALL WORK SHALL CONFORM TO ALL CODES AND REGULATIONS. CONTRACTOR SHALL FILE,PAY FOR,AND ELECTRICAL WORK SHALL BE FILED SEPARATELY BY THE ELECTRICAL SUBCONTRACTOR. UNLESS THERE IS SOME PROHIBITION,THE PROJECT MUST BE SET TO FINALLY INVOICED IN THE IPS SYSTEM. DEMOLITION WORK IN LEASED AREA AND REMOVAL OBTAIN ALL REQUIRED PERMITS TO PERFORM THE WORK. CONTRACTOR SHALL OBTAIN ALL REQUIRED SPECIAL INSPECTIONS(IF REQ'D.) G.C.TO SCHEDULE INSPECTIONS C R T L A N D APPROVALS FROM GOVERNMENTAL AGENCIES INVOLVED PRIOR TO FINAL PAYMENT. APPROVALS TO OCCUPY DEMOLITION IS TO BE PERFORMED IN AN ORDERLY MANNER,PER THE RESTRICTIONS,REGULATIONS,AND HOURS SET BY THE BUILDING FLOOR LEVELING AND PATCHING ■ THE SPACE BY LOCAL BUILDING OFFICIALS SHALL BE OBTAINED. MANAGEMENT,DEBRIS IS TO BE DISCARDED OFF SITE IN A PROPER MANNER AND NOT BE ALLOWED TO ACCUMULATE IN THE WORK AREA. M D R G A N CONCRETE SLAB VARPOR BARRIER(NEW CONCRETE ONLY) � ■ D. INSURANCE DIMENSIONS GIVEN ARE TO FINISH SURFACES UNLESS NOTED OTHERWISE. SPACE CONFIRMATION SUBMIT DRAWING TO OWNER AND ARCHITECT AFTER DEMOLITION IS COMPLETED 0 NJ INCLUDE ALL PENETRATIONS AND CONFLICTS A R C N I T E C T 1. CONTRACTOR SHALL SECURE,PAY FOR,AND MAINTAIN DURING CONSTRUCTION FIXTURE WORK WITHIN LIST OF SHOP D RAW f N G S LEASED PREMISES,ALL OF THE INSURANCE POLICIES REQUIRED AND IN THE AMOUNTS AS SET FORTH THE CONTRACTOR SHALL LAY OUT HIS OR HER OWN WORK,AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES ARCHITECTURAL HEREIN. CONTRACTOR SHALL NOT COMMENCE ANY WORK UNTIL ALL REQUIRED INSURANCE HAS BEEN (PLUMBING,ELECTRICAL,ETC.). CONCRETE FLOOR SLAB ■ EXISTING OBTAINED AND CERTIFICATES OF SUCH INSURANCE HAVE BEEN DELIVERED TO THE LANDLORD AND TENANT. OWNER MUST BE NAMED AS"ADDITIONAL INSURED." THIS WORDING NEEDS TO BE INCLUDED:THE G.C.TO CHECK WITH LANDLORD FOR TYPE OF CONNECTIONS AND POINT ATTACHMENT TO EXISTING STRUCTURE AND SLAB PRIOR TO METAL STUDS,TRACK AND FASTNERS 01 ■ 711 N. FIELDER RD. FOLLOWING PARTIES AS ADDITIONAL INSURED:ALL PARTIES INCLUDING BLUE NILE RESPECTED OFFICERS, PERFORM WORK. CONNECTION TO ANY METAL DECKING IS NOT PERMITTED. FIRE-SAFING AND FIRE-PROOFING el IN ARLINGTON, TX 76012 AGENTS,EMPLOYEES AND AFFILIATES OF ALL OF THE AFOREMENTIONED PARTIES. AN AFFILIATE SHALL BE GENERAL CONTRACTOR AND SUB CONTRACTOR TO PROVIDE SHOP DRAWINGS FOR REVIEW AND APPROVALS TO ARCHITECT,TENANT, FIRE RETARDANT LUMBER el ■ DEFINED AS ANY CORPORATE ENTITY WHICH IS A PARENT OR SUBSIDIARY OF ANY OF THE T.G.C.TO COORDINATE WITH ALL VENDORS AND SUPERVISORS AT JOB SITE. LANDLORD,DEPARTMENT OF BUILDING AND ALL REQUIRED AUTHORITIES AND AGENCIES. REFER TO SMEP DOCUMENTS FOR SPECIFIC RATED DEMISING PARTITION GYPSUM BOARD ■ IF EXISTING,PATCH AND REPAIR TO MAINTAIN RATING PH" (817) 635-5696 AFOREMENTIONED PARTIES,OR WHICH HAS THE SAME PARENT CORPORATION AS ANY OF THE SHOP DRAWINGS REQUIRED FOR THIS PROJECT. AFOREMENTIONED PARTIES. CERTIFICATES OF INSURANCE SHALL COVER ALL WORK PERFORMED BY T.G.C.AND HIS FLOOR CONTRACTORS TO INSPECT FLOOR AT TIME OF POSSESSION OF SPACE FROM LANDLORD AND ADVISE OF ANY RATED DEMISING PARTITION STUDS 0 FAX: ($17) 635-5699 GENERAL CONTRACTOR AND EACH OF HIS SUBCONTRACTORS AND ALL MAJOR SUPPLIERS. PROBLEMS OR DEFICIENCIES. SIGNAGE PARTITIONS WITHIN LEASED SPACE 0 101SEE NOTE#4 INTERIOR WOODWORK(B.O.H.MILLWORK) WALL FINISHES,INCLUDING BUT NOT LIMITED TO,PAINT,AND GRAPHICS 0 lml 2. GENERAL CONTRACTOR'S AND SUBCONTRACTORS'REQUIRED MINIMUM COVERAGE AND LIMITS OF T.G.C,TO SCHEDULE VENDOR DELIVERIES WITH PROJECT MANAGER. FIRE ALARM LIABILITY: DUCT LAYOUT AND CONNECTIONS GYP.BD.CEILINGS,GYP.BD.SOFFITS,SUPPORT FRAMING,AND ACCESS DOORS 0 INSTALLATION WITH ■ N F.G.C.SHALL PROTECT FLOORING AT ALL TIMES. FLOOR SHALL BE PROTECTED AND COVERED BY G.C.AFTER D STRUCTURAL STEEL FRAMING(AS REQUIRED PER PLAN) CONTROL AND EXPANSION JOINTS IN CEILING,WALLS,AND FLOORS � ■ a) WORKMEN'S COMPENSATION INSURANCE-IN ACCORDANCE WITH THE GOVERNING LAWS WITH A LIMIT MASONITE. G.C.TO PROVIDE SAMPLE FOR APPROVAL. MVAC UNITS AND CONTROLS PREPARATION OF FLOOR SLAB FOR NEW FINISHES(INCLUDING LEVELING AND PATCHING AS REQUIRED) 101 ml I OF NOT LESS THAN$1,000,000. AND ANY INSURANCE REQUIRED BY ANY EMPLOYEE BENEFITS ACTS, ACCESS PANEL ETC.AS WILL PROTECT THE CONTRACTOR AND SUBCONTRACTORS FROM ANY AND ALL LIABILITY. GLAZING FINISHED FLOORING(SALES FLOOR, BOH AREA) ■ STOREFRONT WALL BASE(SALES FLOOR, BOH AREA) ■ b) CONTRACTOR SHALL PAY FOR AN FURNISH TO TENANT AND LANDLORD,CERTIFICATES OF INSURANCE ACOUSTICAL CEILING TILE AND GRID STOREFRONT ENTRY SYSTEM FOR COMPLETE INSTALL-PER DRAWINGS ■ SEE NOTE#11 WHICH WILL PROTECT SAID CONTRACTOR FROM CLAIMS(i)UNDER WORKMAN'S COMPENSATION ACTS LOCAL LAWS (HANDICAPPED ACC E S S) DOOR HARDWARE AND OTHER EMPLOYEE BENEFIT ACTS,WITH LIMITS OF NOT LESS THAN$1,000,000:;(ii)FOR DAMAGES STOREFRONT METAL CLADDING(INCLUDING PANEL TO BE USED FOR SIGN AND SHIPPING PANEL TO SIGN VENDOR) as ■ SEE NOTE#11 I II TOILET ACCESSORIES(AS REQUIRED PER PLAN] BECAUSE OF BODILY INJURY,(INCLUDING DEATH)TO HIS EMPLOYEES AND ALL OTHERS,WITH THE CONCRETE MIX NEW STOREFRONT GLAZING AND GLAZING FRAMING SYSTEM ol in SEE NOTE#11 LIMITS OF$1,000,000 PER PERSON AND$1,000,000 PER OCCURRENCE;AND(ill)FOR DAMAGES TO BREAK MEAL STOREFRONT SIGN In I SEE NOTE#11 0 PROPERTY WITH LIMITS OF$1,000,000. WHICH ARISE OUT OF OR RESULT FROM THE CONTRACTORS PLUMBING FIXTURES(AS REQUIRED PER PLAN) INTERIOR SIGNAGE 01 &� WORK UNDER THIS CONTRACT WHETHER SUCH WORK(INCLUDING OPERATION OF MOTOR VEHICLES) PROPOSED WORK TO COMPLY WITH APPLICABLE REQUIREMENTS OF LOCAL LAWS FOR HANDICAPPED ACCESS RECEPTACLES FIRE EXTINGUISHERS ■ BE BY HIMSELF OR OTHERS DIRECTLY OR INDIRECTLY EMPLOYED BY EITHER;AND BUILDERS RISK LIGHTING FIXTURESLjj INSURANCE IN THE FULL AMOUNT OF THE CONTRACT SUM. EXCESS/UMBRELLA LIABILITY$10,000,000 TOILET ROOMS TO COMPLY WITH THE APPLICABLE REQUIREMENTS OF LOCAL LAWS FOR HANDICAPPED ACCESSIBILITY. ELECTRICAL DISTRIBUTION MIRRORS ON SALES FLOOR 0 ■ SEE NOTE#11 EACH OCCURRENCE AND$10,000,000 AGGREGATE. DISCONNECT/SWITCHES SALES FLOOR MILLWORK INCLUDING DISPLAY CASES,TRY ON FIXTURES,SALES FLOOR COUNTERS AND CABINET 0 ■ SEE SHEET F-1.1,SEE NOTES#2 c) CONTRACTOR SHALL ALSO PROVIDE GENERAL LIABILITY INSURANCE AS FOLLOWS-$1,000,000 EACH ACCESSIBLE ROUTES TO BE PROVIDED. PROVIDING A MINIMUM OF 32 INCHES OF WIDTH AT DOORWAYS,AS PER 4.26.2 AND 4.26.3 DIFFUSERS!GRILLES BACK OF HOUSE FIXTURES INCLUDING COUNTERS,WALL STANDARDS,BRACKETS AND SHELVES i ■ SEE SHEET F-1.1,SEE NOTE#11 OCCURRENCE AND$2,000,000 GENERAL AGGREGATE. RESPECTIVELY. G.C.TO SUBMIT CEILING COORDINATION PLAN WITH LOCATION OF ALL DEVICES(LIGHTING,DIFFUSERS,ACCESS PANELS,SPRINKLER HEADS, FRAMED PHOTOS 01 SEE SHEET A-3.1 V E �( 3. INDEMNIFICATION-TO THE FULLEST EXTENT PERMITTED BY LAW,THE CONTRACTOR SHALL INDEMNIFY AND EMERGENCY WARNING SYSTEMS SHALL INCLUDE BOTH AUDIBLE AND VISUAL ALARMS AS PER 4.26.2 AND 4.26.3 RESPECTIVELY. ETC.)FOR APPROVALS. HAND SINK AND ACCESSORIES-PER DRAWINGS 0 ■ SEE NOTE#3,SEE NOTE#7 ' HOLD HARMLESS THE LANDLORD,TENANT,AND THE ARCHITECT AND THEIR AGENTS AND EMPLOYEES FROM PROPOSED STORAGE FACILITIES SUCH AS CABINETS,SHELVES,CLOSETS,AND DRAWERS SHALL COMPLY WITH APPLICABLE REQUIREMENTS cy AND AGAINST ALL CLAIMS,DAMAGES,LOSSES AND EXPENSES,INCLUDING BUT NOT LIMITED TO OF H.C.ACCESSIBIL11 Y OF LOCAL LAWS: a— N ATTORNEY'S FEES ARISING OUT OF OR RESULTING FROM THE PERFORMANCE OF THE WORK,PROVIDED A. CLEAR FLOOR SPACE OF A MINIMUM OF 30 INCHES BY 48 INCHES SHALL BE PROVIDED FOR APPROACH TO ALL STORAGE FACILITIES. FEATURE WALL THAT ANY SUCH CLAIM,DAMAGE,LOSS,OR EXPENSE(1)IS ATTRIBUTABLE TO BODILY INJURY,SICKNESS, DISEASE,OR DEATH,OR TO INJURY OR TO DESTRUCTION OF TANGIBLE PROPERTY(OTHER THAN THE WORK B ITSELF)INCLUDING THE LOSS OF USE RESULTING THEREFROM,AND(2)IS CAUSED IN WHOLE OR IN PART BY SHALL BE A MAXIMUM OF 54 INCHES OFF THE FLOOR. AS-BUILT D RAW I N G S, STORAGE SPACES SHALL COMPLY WITH AT LEAST ONE OF THE REACH RANGES SPECIFIED IN RS 4-6,4.2.5 AND 4.2.6 CLOTHES RODS SENSITILE PANELS ■ �� / d SENSITILE PANEL LIGHTING f ■ A NEGLIGENT ACT OR OMISSION OF THE CONTRACTOR,ANY SUBCONTRACTORS,ANYONE DIRECTLY OR SENSITILE PANEL PLYWOOD BLOCKING AND RECESSED DUPLEX OUTLET WITH WIRE MANAGEMENT DEVICE ■ REFER TO DRAWINGS FOR SPEC AND LOCATION INDIRECTLY EMPLOYED BY ANY OF THEM MAY BE LIABLE,REGARDLESS OF WHETHER OR NOT IT IS CAUSED C. HARDWARE FOR STORAGE FACILITIES SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING,PINCHING, MONITORS ■ FINAL HOOK-UP BY TENANT VENDOR IN PART BY A PARTY INDEMNIFIED HEREUNDER. OR TWISTING OF THE WRIST. FEATURE WALL SYSTEMS(WIRING,CONDUITS,CABLING, HARDWARE AND DRIVERS,ETC) SEE NOTE#10 E. LIEN WAIVERS AND SWORN AFFIDAVITS [� CONTRACTOR SHALL FURNISH WITHIN 30 DAYS AFTER COMPLETION,FINAL WAIVERS OF LIEN FOR ALL WORK BLUE NILE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING FULL LLT"CONSTRUCTION DOCUMENTS TO BLUE NILE AND BOH EQUIPMENT PERFORMED AS WELL AS ALL SUBCONTRACTORS AND MAJOR SUPPLIERS. ARCHITECT UPON CONSTRUCTION COMPLETION AS A REQUIREMENT FORR PRODUCT CLOSE-OUT. FLOOR SAFE ■ SEE NOTE#5 F. CERTIFICATE OF OCCUPANCY TENANT'S SAFETY PLAN UNDERCABINET FRIDGE I♦ ■ CONTRACTOR WILL PROVIDE TENANT AND LANDLORD WITH A COPY OF THE CERTIFICATE OF OCCUPANCY. WATER COOLER-AS REQUIRED BY CODE ■ SEE NOTES#8 IDF CABINET ■ SEE NOTES#2& #10 c G. QUALITY STANDARDS IDF BACKBOARD(4X8),SENSITILE BAC,.BOARD(2X2),TELEPHONE AND SECURITY(2X4). ■ ALL WOOD TO BE FIRE RETARDANT ALL SUCH WORK SHALL BE PERFORMED IN A FIRST CLASS WORKMANLIKE MANNER AND SHALL BE IN GOOD GENERAL: AND USEABLE CONDITION AT THE DATE OF COMPLETION THEREOF. CONTRACTOR SHALL GUARANTEE ALL ALL WORK TO BE DONE IN ACCORDANCE WITH THE OREGON STATE BUILDING CODE AND REGULATIONS OF ALL OTHER AGENCIES HAVING MECHANICAL ti/ ) WORK PERFORMED TO BE FREE FROM ANY AND ALL DEFECTS IN WORKMANSHIP AND MATERIALS FOR ONE(1) JURISDICTION. ROOF PENETRATIONS,AND PATCHING ■ YEAR FROM THE DATE ALL CONSTRUCTION PUNCH LIST ITEMS HAVE BEEN COMPLETED AND ACCEPTANCE HAS HVAC DUCTWORK AND SUPPORTING FRAMING ■ BEEN CONFIRMED IN WRITING BY THE TENANT REPRESENTATIVE. CONTRACTOR SHALL BE RESPONSIBLE FOR STRUCTURAL: �'(' THE REPLACEMENT OR REPAIR WITHOUT ANY ADDITIONAL CHARGE FOR ANY AND ALL WORK DONE OR HVAC HEATING&COOLING UNITS ■ �`� FURNISHED WHICH SHALL BECOME DEFECTIVE WITHIN THIS ONE(1)YEAR PERIOD. THE CORRECTION OF SUCH A. CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. WORK SHALL INCLUDE,WITHOUT ADDITIONAL CHARGE,ALL EXPENSES AND DAMAGES IN CONNECTION WITH HVAC DIFFUSERS AND GRILLES >♦ ■ SUCH REMOVAL,REPLACEMENT,OR REPAIR OF ANY PART OF THE WORK WHICH MAY BE DAMAGED OR B• ALL DEMOLITION OPERATION,REPAIR OPERATIONS,AND ALTERATION OPERATIONS TO BE DONE IN ACCORDANCE WITH OREGON SMOKE DETECTORS +♦ ■ �a DISTURBED THEREBY. ALL WARRANTIES OR GUARANTEES AS TO MATERIALS OR WORKMANSHIP ON OR WITH STATE BUILDING CODE. DAMPERS ■ RESPECT TO TENANTS WORK SHALL BE CONTAINED IN THE CONTRACT OR SUBCONTRACT WHICH SHALL BE MEANS OF EGRESS: EXHAUST FANS ■ SO WRITTEN THAT SUCH GUARANTEES OR WARRANTEES SHALL INSURE TO THE BENEFIT OF BOTH LANDLORD ALL EXISTING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS,SUCH AS CONTROLS AND CONNECTIONS AND TENANT,AS THEIR RESPECTIVE INTEREST APPEAR AND CAN BE DIRECTLY ENFORCED BY EITHER. ■ P /� BUILDING MATERIALS,TOOLS,ETC. 'V D OUTSIDE AIR INTAKE � ■ H. RUBBER WHEEL CARTS FIRE SAFETY: TESTING AND BALANCING ■ f� CONTRACTOR'S CARTS,EQUIPMENT BOXES,ETC.,MUST BE EQUIPPED WITH RUBBER WHEELS. A. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA,AND/OR GENERAL CONTRACTOR. L� 1. FIRE EXTINGUISHERS B. ALL MATERIALS TO BE STORED IN AN ORDERLY FASHION. ELECTRICAL r � (1)10#ABC AT ELECTRICAL PANEL AND(2)10#ABC AT OTHER LOCATIONS. CONTRACTOR TO VERIFY ELECTRICAL SERVICE TO PREMISES �. ■ SEE NOTE#1 IBJ REQUIRED NUMBER AND LOCATION OF ANY ADDITIONAL EXTINGUISHERS REQUIRED BY FIRE DEPARTMENT C. ALL FLAMMABLE MATERIALS TO BE KEPT AWAY FROM HEAT. CONSECUTIVELY LABELED ■ w AND FURNISH AND INSTALL SAME. INSTALL AFTER FIXTURING. D. ALL FLAMMABLE MA-ERIALS TO BE USED AND STORED IN AN ADEQUATELY VENTILATED SPACE. CONTINUITY TEST REPORT FURNISHED TO OWNER 0 ■ METER ■ AS REQUIRED J. RESPONSIBILITY FOR MATERIALS ON SITE E. ALL ELECTRICAL POWER TO BE SHUT-OFF WHERE THERE ARE EXPOSED CONDUITS. ALL EQUIPMENT ON TENANT RISER DIAGRAM ■ CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MATERIALS SHIPPED TO THE JOB SITE INCLUDING MATERIALS LIGHT FIXTURES-SALES AND DISPLAY NJ SEE NOTES#2 FURNISHED BY OTHERS. COST OF ALL MISSING MATERIALS WILL BE DEDUCTED FROM THE CONTRACT PRICE F. ALL ELECTRICAL POWER IN THE CONSTRUCTION AREA TO BE SHUT OFF AFTER WORK HOURS. AND FINAL PAYMENT. CONTRACTOR TO CHECK ALL INVOICES AT TIME SHIPMENT 1S RECEIVED AND NOTIFY LIGHT FIXTURES-BACK OF HOUSE SEE NOTES#2 ■ TENANT REPRESENTATIVE OF ANY DISCREPANCIES,DAMAGED OR MISSING ITEMS WITHIN 48 HOURS OF G. CONTRACTOR,AT ALL TIMES,TO MAKE SURE THERE ARE NO LEAKS OF NATURAL GAS IN BUILDING,OR ANY FLAMMABLE GAS USED EMERGENCY LIGHTS AND EXIT SIGNS ■ SEE NOTES#2 DELIVERY. IN CONSTRUCTION. LAMPS ON SALES FLOOR AND BACK OF HOUSE ■ SEE NOTES#2 K. RUBBISH REMOVAL DUST CONTROL: SIGNAGE ■ CONTRACTOR SHALL BE RESPONSIBLE FOR DAILY REMOVAL FROM THE PROJECT,ALL TRASH,RUBBISH AND A. DEBRIS,DIRT AND DUST TO BE KEPT TO A MINIMUM,AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA. CONDUIT WITH PULLSTRING TO ELECTRICAL ROOM r♦ ■ TENANT MAIN DISTRIBUTION"MDP" SURPLUS MATERIALS RESULTING FROM CONSTRUCTION,FIXTURING AND MERCHANDISING OF THE DEMtSED B. CONTRACTOR TO ISOLATE CONSTRUCTION AREA FROM OCCUPIED BUILDING AREAS BY MEANS OF TEMPORARY PARTITIONS OR ■ PREMISES. COORDINATE REMOVAL OF DEBRIS WITH SHOPPING CENTER MANAGEMENT. HEAVY WEIGHT DROPCLOTHES. C. DEBRIS,DIRT,AND DUST TO BE CLEANED UP AND CLEARED FROM BUILDING DAILY TO AVOID ANY EXCESSIVE ACCUMULATION. LOW VOLTAGE-REFER TO SHEET E3.0 FOR ALL DETAILING, SCHEMATICS AND DIAGRAMS l TEST REFORTS WITH WRITTEN RESULTS TO OWNER PER NOTES ON SHEET E3.0 ■ ��� ` PLENUM RATED CABLES(UNLESS OTHERWISE APPROVED)CAT5E,HDMI,SPEAKER WIRING,ETC ■ SEE NOTES #6	 SECURITY SYSTEM-WIRING,CONDUIT AND END CONNECTORS / SEE NOTES#9
 �ti4p SECURITY SYSTEM EQUIPMENT AND FINAL CONNECTION ■ SEE NOTES#9
 DATA/COMMUNICATION /TELEPHONE -WIRING,CONDUIT AND END CONNECTORS NJ SEE NOTES#9
 r:r T. ;I,p 3TR DATA AND TELEPHONE EQUIPMENT AND FINAL CONNECTIONS ■ SEE NOTES#9
 AUDIO/VISUAL/SOUND SYSTEMS-WIRING,CONDUIT AND END CONNECTORS ■ SEE NOTES#9
 AUDIO/VISUAL/ EQUIPMENT AND FINAL CONNECTIONS ■ SEE NOTES#9
 S SPEAKERS ■ SEE NOTES#9 MOUNTING HEIGHTS ACCESSIBILITY PLUMBING ■ SANITARY WASTE,DOMESTIC SUPPLY,AND VENT PIPES TO PREMISES EXISTING WATER METER(SITE WATER METER-IF REQUIRED) ■ SANITARY WASTE,DOMESTIC SUPPLY,AND VENT PIPES WITHIN PREMISES ■ REVISIONS PULL SIDE I2"(305 MM)MIN, FULL 51DE ' FIXTURES AND EQUIPMENT INCLUDING HAND SINK AND ETC.-PER DRAWINGS ■ SEE NOTE#11 NOTE: —I„rgRE LATCH AW NOTE: X = 36lal5 WATERPROOF MEMBRANE SEE NOTE#7 REFER TO ENLAREED PLANS,56HI]7ULE AND SIDE CLOSER ARE X MM) MINIKH IF Y CA PLUMBING DRAH1N66 FOR FIXTURE SPEGIFIGATION5. t PROVIDED }' = 60"(1525 K-A X 40 = 42'(1065 MM) MINIMUM IF Y = FIRE PROTECTION 541 6310 ft FIRE ALARM SYSTEM AS REQUIRED ■ SEE NOTE#11 FIRE EXTINGUISHERS(COORDINATE LOCATIONS Wt FIRE MARSHALL) ■ ip � (A)FRONT APPROACH,PULL 51M (5) FRONT APPROACH,PUSH SIDE (G) HINGE APPROACH,PULL SIDE SMOKE DETECTORS ■ SPRINKLERS SEE NOTE#11 ® 54 IN X = 24 MIN X = 24 MIN NOTE; Y = 48" I= L. �» ,„ POST CONSTRUCTION —1 1 PALL 5I ,�51DE NOTE: Y = 48 FINAL PROFESSIONAL CLEAN UP AND MAKE READY FOR OCCUPANCY 0220 MM) ■ /L, (I220 MM} CERTIFICATE OF OCCUPANCY ■ C00) Zs Z DOOR AS IFA.. Y' N MINIMM IF AS-BUILT DRAWINGS,AIR BALANCE REPORT,AND USER MANUALS ■ m m c`v N m o A LATCH AND y DOOR HAS A TRASH REMOVAL ■ SHEET NAME CLOSER NOTE: Y = 54"(1370 GL05�Z. MM)MINIMUM IF"DOOR NOTE#1 ELECTRICAL SERVICE AND CONNECTIONS BY GENERAL CONTRACTOR. GENERAL NOTES, % NOTE#2 INSTALLATION TO INCLUDE RECEIVING,UNLOADING,UNPACKING,DISPOSAL OF ALL ASSOCIATED DEBRIS&CRATING,AND ASSEMBLY AS REQUIRED AND PLACEMENT AS RESPONSIBILITY PLATE 6L.A55 SOAP HORIZONTAL 5HIN6 IGAL TOILET 715511E HAS A GI-OSER. DIRECTED BY TENANT.VATORY � WATER NOTE#3 SEE ACCESSORY SCHEDULE ON DRAWINGS. MIRROR IN 0115P EWER 6RAB BARS 6RAB BARS GRAB BARS VBPEN5ER ADA COMPLIANT OL05E'T (0)HIN6E APPROACH,PUSH SIDE (�LATCH APPROACH,PIAL.SIDE (F)LATCH APPROACH,R15H SIDE SCHEDULE STAINLESS LAV.611ARD NOTE#4 SEE FLOOR PLAN AND PARTITION SCHEDULE FOR ADDITIONAL MATERIALS TO BE ADDED TO EXISTING DEMISED WALLS STEEL FRAME AN51 F16.4042.4.1 MANI%tvMN6 NOTE#5 GC TO COORDINATE INSTALL OF SAFE WITH TENANTS VENDOR,GC TO INCLUDE ALL ANCHOR BOLTS AND HOLES REQUIRED FOR INSTALLATION CLEARANCE AT 5HIN61N6 DOORS NOTE#6 NOT USED NOTE#7 WATERPROOF MEMBRANE WILL BE INSTALLED IN TOILET ROOMSIWATER AREAS MIN.6"WRAP ON WALLS NOTE#8 G.C.TO INCLUDE WATER LINE TO WATER COOLER SHEET NUMBER NOTE#9 G.C.TO PROVIDE CONDUIT AND WIRING FOR ALL LOW VOLTAGE INCLUDING BUT NOT LIMITED TO HDMI CABLE,POS,COMMUNICATION,SECURITY,SOUND AND AN REFER TO SHEET E-3. TENANT VENDORS COMPLETES FINAL HOOK-UP USING GC'S INSTALLED WIRING AND END CONNECTORS. NOTE#10 TENANT'S VENDOR TO PROVIDE ALL CLIPS,ANGLES BRACKETS,TRIM ETC..FOR COMPLETE INSTALL NOTE#11 REQUIRES SAMPLES, SHOP DRAWINGS AND/OR CUT SHEETS TO BE SUBMITTED TO ARCHITECT AND OWNER FOR APPROVAL PRIOR TO FABRICATION AND INSTALL NOTE#12 INSTALL PER MANUFACTURERS SPECIFICATIONS A=00 1 NOTE#13 CAMERAS,DOOR PIR,MOTION DETECTORS,HOLD UP BUTTONS,DOOR SWITCHES,SECURITY HORN,SECURITY PANEL,SAFE CONTACT AND VIBRATION SENSOR,IR AND WAP PROVIDED AND INSTALLED BY TENANTS VENDORS.ALL WIRING,CONDUIT AS WELL AS WIRE TERMINATIONS AS SHOWN ON SHEET E3.0 NOTE#14 GC WILL INSTALL SPEAKERS COMPLETE WITH CONNECTION IN THE CEILINGS AS INDICATED.TENANTS VENDOR WILL DO FINAL CONNECTION AT IDF 02 OF 20 NOTE#15 GC WILL SUPERVISE REMOVAL OF THE BARRICADE.GC WILL BE PATCH,REPAIR AND REPAINT ANY AREAS DAMAGED BY THE BARRICADE INSTALL AND REMOVAL AT NO ADDITIONAL COST TO TENANT.ADDITIONALLY,GC WILL REPAIRIREPLACE ANY LANDLORD FLOORING DAMAGED BY THE CONSTRUCTION OR BARRICADE REMOVAL Section 01045 Section 01300 Section 02200 Section 05500 Section 06200 DATE: 04/25/2016 CUTTING AND PATCHING ADMINISTRATIVE REQUIREMENTS - SITE DEMOLITION - CONTINUED METAL FABRICATIONS - CONTINUED FINISH CARPENTRY - CONTINUED JOB NO:1-216-061 CONTINUED DRAWN:STAi� 1 GENERAL 3.1 VERIFICATION-CONTINUED: 1 GENERAL-CONTINUED 1 GENERAL-CONTINUED B. H.V.A.C.contractor to verify if any compressor refrigerant lines are present and will CHECKED:CM 1.1 RELATED DOCUMENTS; 2.3 CONSTRUCTION PROGRESS SCHEDULES: need to be properly drained(to E.P.A.standards)prior to demolition. If present,the 1.3 SUBMITTALS: 1.2 QUALITY ASSURANCE: A. All of the contract documents, includinggeneral conditions,supplementary A. Submit initial schedule in duplicate within ten(10)days after date of H.V.A.C.contractor shall complete the work prior#o demolition phase. A. Submit shop drawings to requirements of Section 01300. A. Company specializing ir. custom carpentry work with minimum three 3 ears g PP rY P P P P 9 q Pa Y P 9 � P rY { )Y conditions,and other Division 1 -general requirements,apply to the work of this owner-contractor agreement. C. If, during investigation, suspected asbestos materials are identified and are to be B. Indicate on shop drawings, profiles,sizes,connection attachments,reinforcing, documented experience. section. B. Revise and resubmit as required. disturbed during demolition and construction,then the contractor shall notify the anchorage,size and type of fasteners,and accessories. B. Perform finish carpentry work to A.W.I.-Architectural Woodwork Institute,Custom B. This section contains general information that applies to all work performed under C. Submit revised schedules with next application for payment,identifying changes landlord,the tenant,and the architect immediately for further direction. Quality Standards for type of finish specified. the contract and is inherently made a part of each specification section. since previous version. 3.2 NOTIFICATION: 2 PRODUCTS C. Fire retardant treatment to provide flarr,e spread of twenty-five(25)or less when 1.2 CORING, CUTTING AND PATCHING: D. Submit a horizontal bar chart with separate line for each major portion of work or A. Cease operations and notify the landlord tenant immediately if safety of structure tested in accordance with A.S.T.M. E-84 and to conform to requirements of Section _: A. Subcontracting Information:The responsibility for cutting,coria and patching shall operation, identifying first work day of each week. appears to be endangered. Take precautions to properly support structure. Do not 2.1 MATERIALS: 06100. 9 P 9 PP n9 P p p Y PPort be as agreed to between contractor and subcontractor. E. Show complete sequence of construction by activity,identifying work of separate resume operations until safe is restored. A. Steel Sections:A.S.T.M.A36/A36M. D. Provide materials complyingwith the following lumber grading agencies: g stages and other logically grouped activities. Indicate the earl and late start,earl P safety 9 g g g 1. General Contractor's Responsibilities:The contractor shall carefully check for 9 �• Y g P� Y Y B. Prior to disconnecting any utilities or essential life safety services,notify and receive B. Anchor bolts:A.S.T.M.A307 1. W.W.P.A.-Western Woad Products Association. C NA concealed pipes,electrical conduits, and other utilities before permitting cutting and late finish,float dates,and duration. approval from appropriate utili com an and mall management. Steel to steel bolts:A.S.T.M.A325 2. S.P.I.B. -Southern Pine Inspection Bureau. C 0 R T L A N P P F. Indicate estimated percentage of completion for each item of work at each company g P or coring.to proceed. If unknown concealed utilities are encountered,the P 9 Pl 3.3 BARRICADES: Furnish nuts, bolts and washers, 3. W,C.L.I.B. -West Coast Lumber Inspection Bureau. contractor shall notifythe owner,landlord and architect,and follow the submission. A. Prior to beginning of demolition phase, insure adequate dust roof barricade is in C. Welding Materials:A.W.S. D1.1,E70XX electrodes. E. Plywood grading agencies:G. Indicate submittal dates required for shop drawings,product data,samples,and g g P q P g g g g M C R C A N architect's directions. If any concealed utility#s damaged due to improper or q P n9 •P PI place. D. Primer:S.S.P.C. 15 Type 1, red,for shop application and field touch-up. Provide 4. A.P.A.-American Plywood Association. incomplete checking,the contractor shall repair or reroute the utility as directed product delivery dates, including those furnished by owner. B. Maintain required emergency exit path of travel. metal surface primer and/or zinc-rich primer as required and selected to be 1.3 REGULATORY REQUIREMENTS: A R C N T C T by the architect at no additional cost to the owner. The general contractor shall H. Indicate product utility and electrical characteristics,utility connection requirements, 3.4 UTILITIES: compatible with intended finish painting system. A. Conform to applicable sections of B.O.C.A. and N.F.P.A.codes for fire retardant ensure that all coring,cutting, and patching work is done in compliance with and location of utility outlets for service for functional equipment and appliances. A. Arrange and a for all disconnecting, removing,and capping all utility services E. Touch-up Primer for Galvanized Surfaces:Zinc rich e. requirements. 9 9 P g P 9 pay 9 9 PP g tY P tYP q these specifications. 2.4 SHOP DRAWINGS: within areas of demolition. F. Aluminum:6063 alloy. 1.4 SUBMITTALS: 71 1 N. FIELDER RD. 2. Subcontractor responsibilities:Subcontractors shall coordinate work for which A. Shop drawings for review and approval. B. Provide and maintain temporary lighting and power as required for the demolition G. Steel Pi A.S.T.M.A53 A. Submit shop drawings and product data to requirements of Section 013{}0. P Pa rY g 9 Po �I Pipe: P g P q they are responsible with the general contractor to minimize the need for B. Shop drawings for information:Submit data as required by individual specification and construction phases. H. Steel Tubing:A.S.T.M.A500,A.S.T.M.A501. B. Indicate on shop drawings, materials,component profiles,fastening methods, ARLINGTON. TX 76012 coring,cutting and patching. section for architect's information. C. Place markers to indicate location of all disconnected services. Identify service lines 2.2 FABRICATION: jointing details,finishes,accessories,and to a minimum scale to show required PH: (817) 635-5696 B. Limitations: Do not core,cut,or patch an work in a manner that would result in a C. Shop drawings for project close-out: Submit operation manuals, maintenance and capping locations on project record documents. A. Fit and shop assemble in largest practical sections,for delivery to site. detail. P Y PP 9 P l P g P ry FAX: (817) 635-5699 failure of the work to perform as intended,decreased energy performance, instructions, etc.for owner's records. 3.5 SHORING: B. Grind exposed welds flush and smooth with adjacent finish surface. 1.5 SUBMITTALS: increased maintenance,decreased operational life,or decreased safety. D. Mark each copy to identify applicable products,models,options,and other data. A. Prevent movement or settlement of structure during demolition and construction C. Make exposed joints butt tight,flush,and hairline. A. Submit samples to requirements of Section 01300. 1. Structural Work: Do not core or cut structural work or bearing walls without Supplement manufacturers'standard data to provide information specific to this phases. Provide and lace bracing and shoring and be responsible for safe and D. Supply components required for anchorage of metal fabrications. B. Submit two 2 samples 12x12 inch in size illustrating wood rain and specified . 9 P P g g Po safety PP Y P q 9 { ) P 9 9 P written approval from landlord. Where coring, cutting or patching of structural Project• support of structure. Assume liability for such movement,settlement,damage,or E. The design of all structural steel connections shall be the responsibility of the finish for each species of wood required on the project. work is necessary and approved by landlord and architect,perform work in a E. Indicate special utility and electrical characteristics,utility connection requirements, injury. structural steel fabricator. Approval of the shop drawings by the engineer shall not manner which will not diminish structural capacity nor increase deflection of and location of utility outlets for service for functional equipment and appliances. 3.6 DEMOLITION: constitute approval of the adequacy of any structural steel connections. 2 PRODUCTS member. Provide temporary shoring and bracing as necessary. Ensure the F. Submit the number of opaque reproductions which contractor requires,plus two(2) A. Complete demolition without excessive noise or fumes so as not to disrupt business 2.3 FINISHES: safe of people and property at all times. copies which will be retained by architect. of adjacent tenants. Demolish in an order) and careful manner as required to A. Do not rime surfaces in direct contact bond with concrete or where field welding is 2.1 LUMBER AND PLYWOOD: safety P p P p rtY i YP 9• C. Patching Materials: Use materials identical to materials to be cut and patched. If 2.5 SAMPLES: accommodate new work. required. A. All concealed lumber and plywood products shall be pressure treated with fire identical materials are not available or cannot be used,use materials that match the A. Samples for review and approval: Submit samples only when required by individual B. It is the intent that the entire tenant space is to be cleared of all interior partitions, B. Prime paint items with one coat. retardant chemicals and kiln dried to a maximum 19%moisture content for lumber, cut materials to the greatest extent possible. Provide finished work that will result in specification section,or when specifications do not specify manufacturer and store fixtures,suspended ceiling system and applied finishes back to face of and 15%for plywood. 0 equal to or better than existing performance characteristics. model/color numbers. When items being supplied are the same as specified,no demising wall gypsum board or concrete slab. The remaining space should consist 3 EXECUTION B. Lumber to be manufacturer in accordance with the requirements of P.S.20-94 D. Inspection: Before coring, cutting, or patching, examine surfaces and conditions submittal is necessary unless required by individual specification section. of existing demisin walls,structural columns with sum board enclosures, American Softwood Lumber Standard. LT Pe g. 9 P 9 9 9 9YP under which work is to be performed and correct unsafe and unsatisfactory B. Submit samples to illustrate functional and aesthetic characteristics of the product, concrete floor, landlord's bulkhead at the storefront,and the exposed underside of 3.1 INSTALLATION: 2.2 ACCESSORIES: conditions prior to proceeding. with integral parts and attachment devices. Where color variation is to be expected, structure above. Coordinate with engineering drawings to confirm what,if any, I A. Install items plumb and level,accurately fitted,free from distortion or defects. A. Contact Adhesives:Water base type. E. Protection:Protect all adjacent work from damage including water damage from submit samples indicative of full range of expected variation. Coordinate sample existing equipment or services are to remain. Any existing mechanical and B. Perform field welding to A.W.S. D1.1. B. Wall Adhesive:Solvent release,cartridge type,compatible with wall substrate, bi �'" conn or cutting equipment r uirin water. Protect the work from adverse submittals for interfacing work. electrical equipment ors stems that are not to be reused shall be removed in their C. After installation,touchup field welds,scratched or damaged surfaces with rimer. capable of achieving durable bond. U 9 9requiringY P g P P g conditions. C. include identification on each sample,with full project information. entirety. C. Nails: Size and type to suit application, plain finish. D F. Corm and Cuffing: Core and cut work usin methods least like) to dams a D. Submit the number of samples specified in individual specification sections;two(2) C. Perform demolition in accordance with applicable authorities having jurisdiction. END OF SECTION D. Bolts, Nuts,Washers, Blind fasteners, Lags,and Screws: Size and to suit 9 9 9 Y 9 pP 91 g type N adjoining work. Use tools designed for drilling,sawing,or grinding,not hammering of which will be retained by architect, 3.7 TRASH REMOVAL: a lication; plain alvanized finish. J n9 i9 9, 9 g 9 PP { )9 or chopping. Use saws or drills to ensure neat,accurately formed holes to sizes E. Reviewed samples which may be used in the work are indicated in individual A. Except where noted on plans,for items to be salvaged during demolition to be S E. Lumber for Shimming, Blocking,and reinforcing:Softwood lumber of Hem-Fir PP g• Y P P 9 g { Section 061.00 9f g 9' required with minimum disturbance to adjacent work. Temporarily cover openings; specification sections. reinstalled duringconstruction), legally dispose of all demolition debris off site. species. va q J P Y °� g 2.6 CERTIFICATES: ) g Y P P maintain weather-tightness and safety. B. Dumpster for removal of debris shall be located at an area designated by the ROUGH CARPENTRY F. Primer:Alkyd primer sealer type. 0 � G. Patching: Patch seams and joints with materials which are durable and invisible. A. When specified in individual specification sections,submit certification by the landlord. G. Wood Filler: Solvent base,tinted to match surface finish color. Comply with specified tolerances for similar new work;create true even planes with manufacturer, installation subcontractor,or the contractor to architect,in quantities 3.8 REPAIR: 2.3 WOOD TREATMENT: `� PY P PI 1 GENERAL uniform continuous appearance. Restore finishes of patched areas and,if specified for product data. A. Repair all demolition performed in excess of that required at no additional cost to A. Wood Treatment: Refer to Section 06100. LLJ necessary, extend finish restoration onto adjoining unpatched area to eliminate B. Indicate material or product conforms to or exceeds specified requirements. Submit the owner. B. Acceptable Manufacturers: �! J 9 P 1.1 DESCRIPTION OF WORK:This section includes,without limitation: P evidence of patching and refinishing. Repaint entire assemblies,not just patched supporting reference data, affidavits,and certifications as appropriate. 1. Hoover Treated Wood Products, Inc. P 9 9• P 1 PaA. Surface applied, ruffing, or wood blocking located within the stud space and plywood area. Remove and replace work judged by the architect to be cut and patched in an C. Certificates may be recent or previous test results on material or product,but must END OF SECTION backboard for electrical and telephone equipment. 2. Osmose Wood Preserving Co., Inc. unsatisfactory manner. be acceptable to architect. B. Wood treatment for all concealed wood products. 3. Koppers Co., inc. = T Z H. Qualifications: Retain experienced and specialized firms and original installers of Section 03300 1.2 RELATED WORK:Without limitation,related work includes: 4. Hickson Corp. existing work(where possible),to perform coring,cutting and patching work so that 3 COORDINATION • A. 06200- Finish Carpentry;work needing blocking. 2.4 EXPOSED WOOD TRIM: . 0 new work will match unpatched work as closely as possible. CONCRETE. B. 06400- Millwork: needing blocking. A. Refer to plans for wood types and profiles. 0"% 3.1 SUMMARY: 2.5 HARDWARE: � � p �-�, C. 08100-Hollow Metal Doors and Frames. V END OF SECTION A. Coordination and project conditions. 3.2 COORDINATION AND PROJECT CONDITIONS: 1 GENERAL D. 08200-Wood Doors and Frames. A. Refer to Section 08700 for door hardware. A. Coordinate scheduling,submittals,and work of the various sections of the E. 08700-Hardware. Z 3 EXECUTION T specifications to ensure efficient and orderly sequence of installation of 1.1 SUMMARY: F. 09650- Res#tient Flooring and Base. �+ interdependent construction elements,with provisions for accommodating items A. Section Includes: G. 09900 Painting. Section 01300 P P s 1. Concrete patch-trowable. 1.3 QUALITY ASSURANCE: 3,1 EXAMINATION: installed later. 2. Concrete slab repair. A. Provide materials complying with the following lumber grading agencies: A. Verify that site conditions are ready to receive work. I® I® B. Verify utility requirements and characteristics of operating.equipment are compatible B. Beginning of installation means acceptance of site conditions. ADMINISTRATIVE REQUIREMENTS. 1.2 QUALITY ASSURANCE: 1. W.W.P.A.-Western Wood Products Association 9 9 with building utilities. Coordinate work of various sections having interdependent A. Use adequate numbers of skilled workmen who are thoroughly trained and 2. S.P.Ii.B.-Southern Pine Inspection Bureau. C. Carpentry contractor will be required to receive,store,and install all hardware and (D 3: cj:� responsibilities for installing,connecting s, and placing in service,such equipment. experienced in the necessary crafts and who are completely familiar with the 3. W.C.L.I.B.-West Coast Lumber Inspection Bureau, toilet room accessories. All keys are to be turned over to the owner's representative T 1 CONTRACT CONSIDERATIONS Pe ry P IY P 11 C. Coordinate space requirements,supports, and installation of mechanical and specified requirements and the methods needed for the proper performance of the B. Plywood grading agencies: immediately upon receipt of the hardware. Properly tag all hardware for installation electrical work which are indicated diagrammatically on drawings. Follow routing work this section. 1. A.P.A.-American Plywood Association. in the required location. 0- 1.1 SECTION INCLUDES: �^'� T shown for pipes,ducts, and conduit, as closely as practicable;place runs parallel C. Perform finish carpentry work to A.W.I.-Architectural Woodwork Institute,Custom 3.2 SURFACE MOUNTED FURRING OR CONCEALED BLOCKING: A. Schedule of values. P ry T with lines of building. Utilize spaces efficiently to maximize accessibility for other 2 PRODUCTS Quality Standards for a of finish specified. A. Coordinate with all other trades and if necessary with owners separate forces to V d B. Application for payment. y type P installations,for maintenance,and for repairs. D. Fire retardant treatment to provide flame spread of twenty-five(25)or less when insure adequate surface mounted,furring, or blocking within the stud spaces is C. Change procedures. D. In finished areas except as otherwise indicated,conceal pipes,ducts,and wiring installed throughout the tenants space.D. Alternatives.. 2.1 CONCRETE PATCH:Trowable,capable of being installed from featheredge up to tested in accordance with A.S.T.M.E-84. g Pa within the construction. Coordinate locations of fixtures and outlets with finish thickness required due to job site conditions and able to withstand 4 000 s i at B. Secure all concealed members to support intended loads from attached items. Use 1.2 RELATED SECTIONS: q J � R• •• elements. twenty-eight 28 da s 2 PRODUCTS hot dipped galvanized fasteners when in contact with fire retardant materials. 3�: M 1.3 SCHEDULE OF VALUES: { ) Y • E. Coordinate completion and cleanup of work of separate sections in preparation for A. Ardex Engineered Cements C. Adequately secure plywood backboard to wall construction as shown on the plans. A. Submit a printed schedule on form included with bid proposal g� substantial completion and for portions of work designated for owner's completion. B. Thoro/Harris Specialty Chemicals, Inc. 2.1 BLOCKING:Construction rade or No.2 Southern Yellow Pine complyingwith P.S.20. D. Install all exposed wood trim to A.W.I.Custom Quality Standards for the type of B. Include within each line item,a direct proportional amount of contractor's overhead F. After owner occupancy of premises,coordinate access to site for correction of P ty g and profit. P Y � C. Tamms Industries A. Decay Treated: For blocking in contact with masonry or concrete,provide blocking finish specified unless otherwise noted on plans. defective work and work not in accordance with contract documents,to minimize 2.2 CONCRETE SLAB REPAIR: pressure treated with waterborne preservatives complying with A.W.P.B. LP-2 and E. Install wood doors and frames to manufacturer's requirements,or A.W.1.Custom C. Revise schedule R list approved change orders,with each application for payment disruption of owner's activities. Quality Standards,whichever is more stringent. Install fire-rated wood doors and 1.4 APPLICATIONS FOR PAYMENT: A. Materials A.W.P.A.C2. Dry lumber to maximum moisture content of 19%after treatment. tY g A. Submit three copies of each application on A.I.A.Form G702-Application and1. Cement:A.S.T.M. C-150 normal type B. Fire-Retardant Treated: For interior blocking indicated to be fire-retardant treated, frames to meet requirements of N.F.P.A.80. END OF SECTION 2. Fine and course aggregates:A.S.T.M.C-33 provide blocking which is U.L.labeled fire-retardant FR-S. D lumber to maximum 3.2 INSTALLATION OF ACCESSORIES: Certificate for Payment and A.I.A.G703-Continuation Sheet. g Dry B. Content and Format: Utilize schedule of values for listing items in application for 3. Water:clean and potable moisture content of 19%after treatment. A. Install work in accordance with A.W.I. Custom quality standard or applicable payment. 4. Four(4)mit. polyethylene sheet vapor barrier 2.2 PLYWOOD BACKING PANELS: Provide 5/8 inch thick,A.P.A.trademarked, U.L. manufacturer's written installation instructions. C. Waiver of Lien: Submit partial conditional waiver of lien with each application for Section 02200 5. Provide other materials not specifically described but required for a complete labeled, Class A fire-retardant treated, C face, Exposure two(2)panels complying with B. Set and secure materials and components in place, plumb and level. D. Include an updated construction progress schedule. SITE DEMOLITION B. Concrete mixes 2.3 LUMBER AND PLYWOOD: payment. Also include partial waiver of lien for any previously received payments. and proper installation. P.S. 1. C conditions or as noted on drawings.Install components,trim, etc.with nails,screws,or bolts as required by mounting ���� 1.5 CHANGE PROCEDURES: 1. Job site mixing: use drum type batch machine mixer mixing not less than 1-1/2 A. All concealed lumber and plywood products shall be pressure treated with fire D. Use adhesive by gun application where required by manufacturer. _ minutes for one 1 cu. and or less. Increase mixing time at least fifteen 15 retardant chemicals and kiln dried to a maximum 19%moisture content for lumber, E. Apply clastic laminate finishes where indicated. Apply laminate backing sheet on t` ) A. The Architect Engineer will advise of minor changes in the work not involving an { ) Y r►9 { ) �1 1 GENERAL seconds for each additional cu. and or fraction. and 15%for plywood. reverse side of plastic laminate finished surfaces. adjustment to contract.sum/price or contract time as authorized by A.I.A.A201, 1987 Y P Yw �- 7• � r Edition,Paragraph 7.4 by issuing supplemental instructions on A.I.A. Form G710. 2. Provide concrete with minimum compressive strength of 3,000 p.s.i.at B. Lumber to be manufactured in accordance with the requirements of P.S.20-94 3.3 INSTALLATION OF DOORS AND HARDWARE: COR'l LAND P,1� fi,,A 1.1 SUMMARY: twenty-eight 28 American Softwood Lumber Standard. A. Install wood doors and frames in accordance with the manufacturer's instructions. a B. Maintain detailed records of work done on time artcf material basis. Provide full { )days• information required for evaluation of proposed changes,and to substantiate costs A. Section Includes: B. Maintain alignment with adjacent work. t ARLINGT a 1. Selective demolition of previously constructed.tenant improvements. 2.4 ACCEPTABLE MANUFACTURERS-WOOD TREATMENT: 9 1 � �j,TEXAS for changes in the work. 1.2 QUALITY ASSURANCE: 3 EXECUTION A. Hoover Treated Wood Products, Inc. C. Allow wood doors to become acclimated to site conditions prior to hanging. C. Change Order Forms:A.I.A. G701 change order B. Osmose Wood Preserving Co., Inc. D. Field trimming of fire-rated doors will not be permitted. A. Use adequate numbers of skilled workmen who are thoroughly trained and 3.1 EXAMINATION/PREPERATION: C. Koppers Co., Inc. E. When job fitting of wood doors is required,trim doors equally from both side stiles or nr,� r-�((p D. Execution of Change Orders:Architect will issue change orders for signatures of experienced in the necessarycraft and who are completely familiar with the parties as provided in the conditions of the contract. P A. Verify surfaces are clean,dry,structurally sound and free of dust,dirt,curing,and D. Hickson Corp. top and bottom rails as required to maintain clearances per A.W.I.specifications. specified requirements and the methods needed for the proper performance of the releasin agents and all other contaminants. F. Conform to A.N.S.I./N.W.W.D.A. I.S.1.6-Hardware Locations for Wood Flush Doors 1.6 ALTERNATIVES: g g work of this nature for a minimum of three(3)years. B. Apply primer/bonding agent as required b manufacturer based on cc.ndition of 3 EXECUTION and N.F.P.A.-80-Fire Doors and Windows requirements for the proper use, A. Accepted Alternatives will be identified in Owner-Contractor agreement. PP Y P 9 g q Y B. Perform demolition in accordance with applicable authorities having jurisdiction and surface. location, and installation of acceptable finish hardware. B. To be considered for acceptance,alternates must be submitted with bid proposal, as separate add or deduct items. Base bid shall include all items and landlord's construction rules and regulations.1.3 REQUIREMENTS: 3.2 INSTALLATION OF TROWABLE CONCRETE PATCH: 3.1 BLOCKING INSTALLATION: G. Prepare wood doors to receive the approved scheduled hardware. Using proper REVISIONS manufacturers as enumerated on drawings and/or in specifications. _ A. Mix and apply per manufacturer directions. Trowel to featheredge. A. Choose blocking to eliminate split,warped and twisted members. Securely anchor sized bits, pilot drill screw and bolt holes for finish hardware. A. Refer to demolition plan,sheet D 1.1, and architectural drawings for ail demolition 3.3 CONCRETE SLAB REPAIR: blocking to substrates and structure to support applied work and loads. Install H. Install hardware on all wood and hollow metal doors using screws and bolts C. Coordinate related work and modify surrounding work as required. requirements. supplied or specified b the hardware manufacturer. Secure) anchor hardware in A. Recompact sub base materials. Prepare previously placed concrete by cleaning blocking flush with framing. Countersink bolts and other fasteners flush with face of PP P Y Y B. Damages Due to Delay by the Contractor:Time is of the essence in this contract. with steel brush and applying bondin a agent, Place concrete in accordance with blocking. Coordinate with other work to ensure correct size and placement of the correct position and alignment. 2 SUBMITTALS 9 9 g• Construction schedules and completion dates have been carefully prepared to A.C.I.304 protect concrete from premature drying. Curing compounds shall not be mounting boards. 1. Coordinate the installation of any glazing required in doors with glazing contractor. 2.1 SUMMARY: accommodate the owner's special needs and to allow sufficient time for moving into used B. Secure all concealed members to support intended loads from attached items. Use J. Install any specified doors louvers not installed by manufacturer. spaces. Failure by the contractor to meet completion dates included in the hot dipped galvanized fasteners when in contact with fire retardant materials. 3.4 PREPARATION FOR SITE FINISHING: A. Submittal procedures. owner/contractor agreements,which will result in increased costs to the owner far PP B. Construction progress schedules. g END OF SECTION C. Adequately secure plywood backboard to wall construction as shown on plans. A. Set exposed fasteners. Apply wood filler in exposed fastener indentations. C. Proposed products list. items such as, and without limitation:accelerated move-in costs,overtime,moving B. Site Finishing: R and transportation costs,equivalent rental space costs,administrative costs, 3.2 MOUNTING BOARD INSTALLATION:Screw panels to framing at not over six{6) g: efer to Section 09900. D. Shop drawings. Section 05500 inches on center at edges and eight(8)inches on center within panel. Countersink storage costs, and other costs which would not have been incurred if competition fasteners flush with surface of plywood. Coordinate with other work to ensure correct END OF SECTION E. Samples.. P Yw dates had been met by the contractor. Since these increased costs may be METAL FABRICATIONS size and placement of mounting boards. F. Certificates. P 9 2.2 SUBMITTAL PROCEDURES: significant and incurred even for delays of only one day,the contractor shall be fully A. Transmit each submittal with architect accepted form. responsible for amending the construction schedules and completion dates and for END OF SECTION Section 06400 all of the owner's costs incurred because of the contractor's failure to meet the 1 GENERAL MILLWORK, B. Sequentially number the transmittal farm.. Revise submittals with original number schedules and completion dates.and a sequential alphabetic suffix. C. Salvage materials and return to owner as noted on sheet D-1.1. 1.1 SUMMARY: Section 06200 SHEET NAME C. Identify project,contractor,subcontractor or supplier;pertinent drawing and detail A. Section Incudes: Provide miscellaneous metal fabrications as shown on the 1 GENERAL number,and specification section number,as appropriate. 2 PRODUCTS I drawings a specified herein and as needed for a complete and proper installation. FINISH CARPENTRY D. Apply Contractor's stamp,signed or initialed certifying that review,approval, 1. Shop fabricated metal items,steel and aluminum. NOTE TO CONTRACTOR: ARCHITECTURAL verification of products required,field dimensions,adjacent construction work,and -Not Used. 2 1 GENERAL SPECIFICATIONS coordination of information is in accordance with the requirements of the work and 3. Shop fabricated metal items, stainless steel storefront cladding. The work of this section has been assigned by the owner as a separate contract to a contract documents. 3 EXECUTION B. Related Sections: millwork contractor for fabrication with installation b the general contractor. The general E. Schedule submittals to expedite the project,and deliver to architect at business 1. Section 09900-Paint. 1.1 SUMMARY: Y 9 9 A. Section includes: contractor shall schedule and coordinate all work of this section including submittals for address. Coordinate submission w related items. 3.1 VERIFICATION: C. Reference Standards: owner and architect approval.The general contractor is responsible for providing and F. For each submittal for review,allow fifteen(I 5)days excluding delivery time to and 1. Finish carpentry items,other than shop prefabricated casework,including PP g Po P 9 A. Contractor shall be responsible for verifying all existing field conditions so as to 1. All steel construction shall comply with the American Institute of Steel installation of wood trim work and wood doors and frames. installing the shop drawings and finished for the employee lounge,administrative office, from the contractor. familiarize himself/herself with the demolition and/or removal work which may be Construction(A.I.S.C.)"9th edition of"Specification for the Design,Fabrication, deco office as indicted on the back of house drawing. All other millwork i.e.: cash wrapSHEET NUMBER G. Identify variations from contract documents and product or system limitations which required to produce the end results intended in the contract documents. The and Erection of Structural Steel for Buildings. 2. Door, Hardware and accessories installation. 9• g 3. Wood treatment for all concealed wood products. desks,fixture panels stockroom Equipment etc. as indicated by the responsibility schedule is may be detrimental to successful performance of the completed Work.. demolition plans are provided for intent only. The demolition scope of work must be 1.2 QUALITY ASSURANCE: B. Related Sections: to be provided by owner and installed by the general contractor. H. Provide space for contractor and architect c engineer review stamps. verified at the site. The renovation work described in the contract documents A. Perform work in accordance with:1. When revised for resubmission, identify all changes made since previous 1. Section 06100- Rough Carpentry:Wood Blocking and Curbing. anticipates the demolition of the existing construction in part or in its entirety,and 1. A.I.S.C.-American Institute of Steel Construction-specifications for structural 1.1 DESCRIPTION OF WORK: This section includes,without limitation: submission. 2. Section 06400- Millwork: Custom casework; shop fabricated cabinetwork. the removal, relocation and repowering of certain materials and equipment. steel buildings. _ 3. 08100-Hollow Metal Doors and Frames. A. Casework including cash wrap,desk,tables,etc. A=012 J. Distribute copies y reviewed submittals as appropriate. Instruct parties to promptly Therefore each contractor and subcontractor shall thoroughly examine the proposed 2. A.W.S.-American Welding Society structural steel welding code. report any inability to comply with requirements. g IY P P g ty g 4. Section 08200-Wood Doors and Frames. B. Casework shelf lighting including transformers installed and prepared by millwork work and make allowances in his proposal for the cost of all demolition and/or B. Fabricator:Company specializing in welded components with a minimum of 5 years 5. Section 08700-Hardware. contractor for field connection by general contractor. K. Submittals not requested will not be recognized or processed. removal,which may be required to produce the end results,intended by the contract documented experience in accordance with N.A.A.M.M.standards. C. Cash wrap desk assembly including all conduit and'unction boxes installed and 03 OF 20 documents. 6. Section 08800-Glazing. P Y• 9 1 7. Section 09900- Painting: Painting and finishing of finish carpentry items. prepared by millwork contractor for field connection by general contractor. Section 06400 Section 07900 Section 07900 Section 08360 DATE:04/25/2016 MILLWORK - CONTINUED JOINT SEALANTS - CONTINUED JOINT SEALANTS - CONTINUED STOREFRONT SECURITY GRILLE JOB NO:1-216-061 DRAWN:STAFF 1 GENERAL-CONTINUED 1 GENERAL-CONTINUED 2.2 MATERIALS-CONTINUED: 1 GENERAL J. Joint Sealant Backing: Provide sealant backings of material and type that are CHECKED:CM 1.2 WORK DESCRIBED IN THIS SECTION,BUT NOT IN CONTRACT: 1.2 REFERENCES: non-staining,are compatible with joint substrates,sealants,primers and other joints 1.1 SUMMARY: A. Custom stools,custom fabricated bench,and bench cushion(loose furnishings). A. A.S.T.M.C792-Test Method for Effects of heat Aging on Weight Loss,Cracking, fillers,and are approved for applications indicated by sealant manufacturer. Only A. Section Includes: 1.3 RELATED WORK:Without limitation, related work by general contractor includes: and Chalking of Elastomeric Sealants. elastomeric joint fillers may be used on exterior applications. 1. Motorized overhead coiling security grille. A. 06100-Rough Carpentry;concealed wood blocking. B. A.S.T.M. C834-Specification for Latex Sealing Compounds. 1. Plastic Foam Joint Fillers: Provide preformed,compressible, resilient, 1.2 QUALITY ASSURANCE: B. 06200-Finish Carpentry C. A.S.T.M. C919-Practice for Use of Sealants in Acoustical Applications. non-staining, non-waxing, non-extruding strips of open cell flexible plastic foam A. Use adequate numbers of skilled workmen who are thoroughly trained and C. 08200-Wood Doors D. A.S.T.M. C920-Specification for Elastomeric Joint Sealants. of size,shape,and density to control sealant depth and otherwise contribute to experienced in the necessary craft and who are completely familiar with the D. Electrical: Field connection of millwork to electrical service and rough-in. E. A.S.T.M.C1193-Guide for Use of Joint Sealants. optimum sealant performance. Provide products compatible with sealant and specified requirements and the methods needed for the proper performance of the E. Plumbing: Field connection of plumbing. F. A.S.T.M. D217-Test Method for Cone Penetration of Lubricating Grease. recommended by sealant manufacturer for the intended use.. work of this section. F. Plastic laminate work surface,shelves,grommets and wall standards in manager's G. A.S.T.M. D1056-Specification for Flexible Cellular Materials-Sponge or Expanded 2. Elastomeric tubing Joint Fillers: Neoprene,butyl,or silicone tubing complying cc office. Rubber. with A.S.T.M. D1056, non-abosrbent to water and gas,capable of remaining 2 PRODUCTS 1.3 SUBMITTALS: resilient at temperatures down to 26° Fahrenheit(-3°Celsius). Provide C 0 R T L A N D END OF SECTION A. General: Submit the following in accordance with conditions of contract and section products compatible with sealant and recommended by sealant manufacturer 2.1 ACCEPTABLE MANUFACTURERS: Section 07Z 5 01300, "Descriptive Submittals." for the intended use,with low compression set and of size and shape to A. Metro Door model J925 GRILLE. M 0 R C A N B. Product Data Sheet:Submit manufacturer's catalog data and application instructions provide a secondary seal,to control sealant depth,and otherwise contribute to B. Alumatek Inc. model AT-9. A R C H I C INSULATION and SOUND ATT E N UAT 1 O N for each material proposed for use. optimum sealand performance. C. Dynaflair Corp. Legionaire model. C. Asbestos-Free and Lead-Free Paint Certification:Submit manufacturer's written 3. Bond-Breaker Tape: Provide polyethylene tape or other plastic tape as 2.2 COMPONENTS/ACCESSORIES: certification that all materials are free of asbestos and lead paint. recommended by sealant manufacturer for preventing sealant from adhering to A. Curtain to have 5/16"dia. horizontal rods spaced not to exceed 21/2"o.c.and 1 GENERAL D. Manufacturer's Certifications: Submit manufacturer's representative certification that rigid, inflexible joint filler materials or joint surfaces at back of joint where such vertical links at max. 9"o.c. Additional horizontal rods shall be placed between 711 N. FIELDER RD. the proposed products are recommended and compatible with each other and adhesion would result in sealant failure. Provide self-adhesive tape where main rods within 18"horizontally and vertically of centerline of lock mechanism. 1.1 SUMMARY: substrates for the intended applications. applicable. B. Guides and bottom bar to be finished per the finish indicated on the plans. ARLINGTON, TX 76012 A. Section Includes: E. Material Safety Data Sheets(M.S.D.S.):Submit M.S.D.S.for joint sealant products. 2.3 MISCELLANEOUS MATERIALS: C. Lock device shall be center mounted providing simultaneous locking into both PH: (817) 635-5696 1. Acoustic insulation in wall and ceiling construction. F. Volatile Organic Compound(V.O.C.)Compliance Certifications:Submit A. Primer: Provide material recommended by joint sealant manufacturer where jambs from a cylinder mounted on the mall side and tamper proof thumb turn on 2. Fire safing insulation. manufacturer's certification that joint sealant products comply with the California Bay required for adhesion of sealant to joint substrates indicated,as determined from the store side. FAX: (817) 635-5699 1.2 SYSTEM DESCRIPTION: Area A.Q.M.D. Regulation 8,Rule 51. preconstruction joint sealant-substrate tests and field tests. D. Provide emergency release device to automatically disengage the motor drive and A. Materials of this section shall provide an acoustic and/or fire safing barrier in G. Sealant Schedule: List type,grade,class, use classification and joint sealant B. Cleaners for Non-porous Surfaces: Chemical cleaners acceptable to manufacturers allow unlocked door to open part way. conjunction with wall and ceiling materials specified in other sections. backing for each proposed sealant system in project. of sealants and sealant backing materials,free of oily residues or other substances E. Provide manufacturers standard U.L. approved motor in capacity recommended by 1.3 SUBMITTALS: 1.4 QUALITY ASSURANCE: capable of staining or harming in any way joint substrates and adjacent non-porous manufacturer with interlock to prevent motor operation when lock is engaged. A. Submit product data to requirements of Section 01300. A. Install Qualifications: Engage an experienced installer who has completed joint surfaces and formulated to promote optimum adhesion of sealants with joint Motor to be operated by flush mounted key switch-refer to plans for location. sealant applications similar in material,design and extent to that indicated for substrates. F. Ail other components to provide complete security grille installation to be as 2 PRODUCTS project that have resulted in construction with a record of successful in-service C. Masking Tape: Non-staining, non-absorbent material compatible with joint sealants selected by manufacturer for this particular type of installation. performance. and surfaces adjacent to joints. 2.1 ACCEPTABLE MANUFACTURERS: B. Single Source Responsibility for Joint Sealant Materials:Obtain joint sealant 3 EXECUTION A. U.S.G.Thermafiber Sound Attenuation Fire Blankets. materials from a single manufacturer for each different product required. 3 EXECUTION B. U.S. Gypsum Co.Thermafrber Safing Insulation C. V.O.C. Limits: Provide joint sealant products that comply with the California Bay 3.1 VERIFICATION: C. Substitutions: To requirements of Division 1 Area A.Q.M.D. Regulation 8,Rule 51. 3.1 PREPARATION: A. Examine the areas and conditions under which work of this section will be L-Li 2.2 MATERIALS: 1.5 DELIVERY,STORAGE,AND HANDLING: A. General:Comply with manufacturer's recommendations and with the following: performed. Do not proceed until unsatisfactory conditions are corrected. A. Blanket Insulation:3'thick mineral fiber, unfaced, 16"x48"in walls and 24"x48"in A. Deliver and store packaged materials in manufacturer's original unopened 1. Remove all foreign materials from joint substrates which could interfere with 3.2 INSTALLATION: ceilings. containers with seals unbroken and labels intact until time of use. Store materials adhesion of joint sealer, including oil, grease,waterproofing,water repellents, A. Install the work of this section in strict accordance with the original design,pertinent Lli B. Insulation shall have a density of 2.5 pcf and shall be rated non-combustible as off ground and under cover to prevent damage or contamination to materials by water,surface dirt,and frost. requirements of governmental agencies having jurisdiction, and the manufacturers defined by N.F.P.A. Standard 220 when tested according to A.S.T.M. E136. water,freezing,foreign matter or other causes. Prom remove from site an 2. Clean concrete, mason and similar porous joint substrate surfaces b recommended installation procedures,anchorin all components firm/ into position Blankets shall be rated for exposure in plenum ceiling spaces without an covering g g Promptly y masonry, p y p g p y p p g p y g materials which show evidence of damage and immediately make all replacements brushing,grinding, blast cleaning, mechanical abrading,acid washing,or for long life under hard use. required. necessary. combination of these methods to produce a clean,sound substrate capable of B. Upon completion of the installation, put all items through at least ten operation C. Rock Wool Fiber Safing Board:A.S.T.M. C612,Class 1 and Class 2,semi-igid rock 1.6 PROJECT CONDITIONS: developing optimum bond with joint sealers. cycles. Make required adjustments and assure that the components are in wool fiber board with water-resistant binders,A.S.T.M.C518,thermal conductivity of A. Environmental Conditions: Do not proceed with installation of joint sealers under the 3. Remove laitance and form release agents from concrete prior to installation of optimum operating condition. "k"=0.25 Btu in/hr.ft.sq. OF at 75°F. Nominal 4 p.c.f.density. Provide following conditions: sealants. manufacturer's standard sizes in thickness per A.S.T.M.E84,flame spread 15, 1. When ambient and substrate temperature conditions are outside the limits 4. Clean metal,glass, porcelain enamel, glazed surfaces of ceramic tile and other END OF SECTION G) smoke developed 10 or less. permitted by joint sea!er manufacturer or below 40°Fahrenheit(4.4°Celsius). non-porous surfaces by chemical cleaners or other means which are not 2. When joint substrates are wet due to rain,frost,condensation,or other causes. harmful to substrates or leave residues capable of interfering with adhesion of 3 EXECUTION 3. When cementitious substrates are not thoroughly cured and dry. joint sealants. Section 08700 4. When joint substrates contain contaminants or other material which may 5. Prime or seal joint surfaces where recommended by the sealant manufacturer. � r� ' 3.1 EXAMINATION: interfere with adhesion. Confine primer/sealer to areas of sealant bond;do not allow spillage or FINISH HARDWARE < CD Ct�_ A. Verify that site conditions are ready to receive work. 5. When joint widths are less than those allowed by joint-sealant manufacturer for migration onto adjoining surfaces. B. Beginning of installation means acceptance of site conditions. applications indicated. 3.2 INSTALLATION: 1 GENERAL 3.2 INSTALLATION: 1.7 WARRANTY: A. General:Comply with joint sealer manufacturer's printed installation instructions � A. Install sound insulation blanket in walls with friction fit securely between studs. Butt A. Installer: Installer's standard form in which installer agrees to repair or replace applicable to products and applications indicated, and with A.S.T.M.C1193 and 1.1 DESCRIPTION OF WORK: This section includes,without limitation: /■� ends of blankets closely together and fill all voids. elastomeric joint sealants that d not comply with performance and other A.S.T.M.C919. ...L1 n9 pa 9 y requirements specified in this section within two 2 ears from date of substantial B. Backing:Provide backing materiai in the joint recess whenever necessary to control A. Finish hardware for interior and exterior wood and hollow metal doors. B. Install sound attenuation fire blankets over ceiling nets,extending 48"beyond all {� q ( )y g' 9 } ry Lock partitions and tightly fit around all grillage,hangers and other vertical penetrations. completion. the depth of the sealant. One backer rod shall beaminimum of 33%oversized for B. cylinder for entrance door to coordinate with lockspecified in door schedule. Use manufacturer's Thermafiber Light Fixture Protection Kits to cover lay-in light o 1.2 RELATED WORK:Without limitation,related work includes: g y g B. Manufacturer. Manufacturer's standard form€n which manufacturer agrees to furnish closed cell and a minimum of 50 to oversized for open cell backer rod. 06100=Rough Carpentry. fixtures. elastomeric joint sealants to repair or replace those that do not comply with C. Set joint filter units at depth or position in joint as indicated to coordinate with other A. < C. Fit insulation tight in spaces and tight to exterior side of mechanical and electrical performance and other requirements specified in this section within five(5)years work, including installation of bond breakers, backer rods and sealants. Do not B. 06200 Finish Carpentry. services within the plane of insulation. Leave no gaps or voids, from date of substantial completion. leave voids or gaps between ends of joint filler units. C. 08100- Hollow Metal Doors and Frames. D. Install sealant backer rod for liquid-applied sealants,except where shown to be D. 08200-Wood Doors and Frames. ! r� END OF SECTION 1.3 SUBMITTALS:Submit the following in compliance with Divisions 0 and 1: 2 PRODUCTS omitted by the sealant manufacturer for application indicated. A. Provide data. Section 07270 E. Install bond breaker tape where indicated or where required by manufacturer's B. Shap drawings. f L 0 2.1 MANUFACTURERS: recommendations to ensure that liquid-applied sealants will perform as intended. F I RESTOPP I N G A. Manufacturers: Products made by the following manufacturers, provided they F. Employ only proven installation techniques,which will ensure that sealants are Q® comply with requirements of contract documents,will be among those considered deposited in uniform, continuous ribbons without gaps or air pockets,with complete acceptable, however, it is the contractor's responsibility to provide only products "wetting"of joint bond surfaces equally on opposite sides. Fill sealant rabbet to a 1 GENERAL compatible with adjacent materials in the assembly. slightly concave surface, slightly below adjoining surfaces. Where horizontal joints < 1. Dow Corning Corporation are between a horizontal surface and vertical surfaces,fill joint to form a slight cove, 1.1 DESCRIPTION OF WORK:This section includes,without limitation: 2. General Electric Co.,GE Silicones so that joint will not trap moisture and dirt. A. Firestopping all penetrations through fire-rated assemblies. 3. Pecora Corporation G. Install liquid-applied sealant to depths shown or, if not shown,as recommended by B. Complying with building codes and requirements of authorities having jurisdiction. 4. Sonnenborn Building Products Divisions/Chemrex, Inc. the sealant manufacturer but within the following general limitations,measured at 1.2 RELATED WORK:Without limitation, related work includes: 5. Tremco, Inc. center(thin)section of beads(not applicable to sealants in lapped joints): A. 09110-Metal Stud Framing 2.2 MATERIALS: 1. For normal moving joints sealed with elastomeric sealants,but no subject to B. 09260-Gypsum Board Assemblies A. Compatibility: Provide joint sealers,joint fillers and other related materials that are traffic,fill joints to a depth equal to 50%of joint width,but neither more than 1.3 PERFORMANCE REQUIREMENT: Provide U.L.tested firestopping assemblies which compatible with one another and with joint substrates under conditions of service 1/2"(12.7 mm)deep nor less than 1/4"(6.35 mm)deep. are applicable to each condition encountered,or in the absence of tested assemblies, and application. 2. For joints sealed with non-elastomeric sealants and caulking compounds,fill provide firestopping assemblies as recommended by the firestopping system B. Colors: If not otherwise indicated,or chosen at time of submittals,provide color of joints to a depth in range of 75%to 125%of joint width. manufacturer's staff engineers and as approved by authorities having jurisdiction. exposed joint sealers to closely match finish color of adjacent surfaces. H. Spillage:Do not allow sealants to overflow from confines of joints,or to spill onto 2 PRODUCTS C. Sealant Type: Provide type S sealants adjoining work. Clean adjoining surfaces by whatever means may be necessary to D. V.O.C.content: Provide sealant products that comply with local codes. eliminate evidence of spillage. E. Elastomeric Joint Sealants:Type S;Grade NS;Class 25;Uses T,NT, M,G,A,and I. Do not overheat or reheat hot-applied sealants;discard and do not use this material. 2.1 MINERAL FIBER F€RESAFING: U.S.G."Thermafiber Safing Insulation"or equal. as applicable to uses indicated,and O. Elastomeric joint sealers shall be used for J. Recess exposed edges of gaskets and exposed joint fillers slightly behind adjoining 2.2 FIRESTOPPING SEALANTS AND PUTTY: Provide the following or equal: interior surfaces where noted and at all non-protectecd exterior applications. surfaces,except as otherwise shown or specified so that compressed units will not A. 3M Fire-Barrier FS-i 95 Wrap,CP-25 Caulk and Moldable Putty. Provide manufacturers standard chemically curing,elastomeric silicone sealant, protrude from joints. B. SOH10 Carborundum Fiberfax Fyre Putty. which complies with A.S.T.M. C920 requirements, including those for type,grade, 3.3 CURING AND PROTECTION: C. Nelson Electric Company, FSP Firestop Putty, CLK firestop Sealant,CMP Firestop class, and uses,and as recommended by the manufacturer for the intended use. A. Cure sealants and caulking compounds in compliance with manufacturer's ►-� Compound. F. Latex Joint Sealants:Type S; Grade NS; Class 121/2; Uses per A.S.T.M.C834. instructions and recommendations,to obtain high early bond strength, internal CA AIRLINGTONJEXAS D. Dow Corning Corporation, Silicone RTV Foam. Latex joint sealers may be used for interior and protected exterior applications only. cohesive strength and surface durability. Cure and protect sealants in a manner E. General Electric Company, Pensil 100 Sealant and 200 Foam. Provide manufacturer's standard one-part,non-sag,mildew-resistLnt, paintable which will minimize increases in modules of elasticity and other accelerated aging �� F. Hilti Construction Chemicals, Inc.,CS240 Firestop Sealant and CS 2420 latex sealant that is recommended for exposed applications on interior and effects. Replace or restore sealants which are damaged or deteriorated during the intumescent Wrap. protected exterior locations and that accommodates indicated percentage change in construction period. OAR 8 ..,�... G. International Protective Coatings Corporation,Flamesafe and KBS products. joint width existing at time of installation without failing either adhesively or H. Tremco, Fyre-Shleld or Fyre-sil. cohesively. END OF SECTION 1. USG Firestop systems. 1. Acrylic-Emulsion Sealant: Provide product complying with A.S.T.M.C834 that 2.3 ACCESSORIES: Provide anchorage accessories and other components and accommodates joint movement of not more than five(5%)percent in both accessories as needed to provide complete,effective firestopping systems complying extension and compression for a total of ten(10%)percent. REVISIONS with U.L.tested assemblies. 2. Silicone Emulsion Sealant: Provide product complying with A.S.T.M.C834 and, except for weight loss measured per A.S.T.M.C792,with A.S.T.M.C920 that 3 EXECUTION accommodates joint movement of not more than twenty-five(25%)percent in 3.1 INSTALLATION: Provide firestopping materials and thickness as required to maintain both extension and compression for a total of fifty(50%)percent.G. Acoustical Joint Sealant. the fire-ratings of the assemblies into which the materials are installed. Strictly match AAcoustical Sealant:Type S; Grade NS. Provide manufacturer's standard U.L.tested assemblies. Install firestopping without gaps and voids of any kind. non-sag, paintable,non-staining latex sealant complying with A.S.T.M.C834 A. Inspect firestopping work and repair or replace work which has been damaged, that is effective in reducing airborn sound transmission through perimeter joints disturbed,or removed before firestopping is concealed or enclosed. and openings in building construction. B. Provide U.L.tested firestopping assemblies,which are applicable to each condition 2. Acoustical Sealant for Concealed Joints:Type S;Grade NS. Provide encountered,or in the absence of tested assemblies,provide firestopping manufacturer's standard, non-drying, non-hardening, non-skinning, assemblies.as recommended by the firestopping system manufacturer's engineers non-stoning,.gunnab€e, synthetic rubber sealant complying with A.S.T.M. D217 as approved by authorities having jurisdiction. (290-310)recommended for sealing interior concealed joints. 3.2 INSPECTION: H. Tape Sealants:Provide manufacturer's standard,solvent-free,butyl-based tape A. Inspect firestopping work and repair or replace work which has been damaged, sealant with a solid content of one-hundred(100%)percent formulated to be disturbed,or removed before firestopping is concealed or enclosed. non-staining, paintable and non-migrating in contact with nonporous surfaces with or without reinforcement thread to prevent stretch and packaged on rolls with a SHEET NAME END OF SECTION release paper on one side. Section 07900 I. Preformed Foam Sealants: Provide manufacturer's standard preformed, ARCHITECTURAL precompressed, impregnated open-cell foam sealant manufactured from JOINT SEALANTS high-density urethane foam impregnated with a non-drying,water repellent agent, SPECIFICATIONS factory-produced in precompressed sizes and airtight seal when compressed to the 1 GENERAL degree specified by manufacturer and complying with the following requirements: 1. Sealand shall be permanently elastic,mildew-resistant,non-migratory, 1.1 SUMMARY: non-staining and compatible with joint substrates and other joints sealants. A. General: This section includes furnishing and installing construction sealants, SHEET NUMBER backers,and related materials,as scheduled and/or as called for on contract documents. It does not include sealants for glazing,roof systems,and firestop systems. B. Related Sections: 1. Section 03300-Concrete A=Om3 2. Section 07270-Firestopping 3. Section 08100-Hollow Metal Doors and Frames 4. Section 08112-Standard Steel Doors and Frames 04 OF 20 5. Section 08200-Wood Doors and Frames 6. Section 09260-Gypsum Board Assemblies Section 08700 Section 08800 Section 08850 Section 09260 Section 09300 DATE: 04/25/2016 FINISH HARDWARE - CONTINUED GLAZING - CONTINUED GLASS BLOCK AND MIRRORS - CONTINUED GYPSUM BOARD ASSEMBLIES - TILE - CONTINUED JOB NO:1-216-061 1.4 QUALITY ASSURANCE: 2 PRODUCTS 3 EXECUTION CONTINUED 3 EXECUTION DRAWN:STAFF A. Hardware supplier shall have similar commercial door hardware experience for a 2 PRODUCTS CHECKED:CM minimum of five(5)years and employ an experienced architectural hardware 2.1 ACCEPTABLE MANUFACTURERS: 3.1 EXAMINATION: 3,1 EXAMINATION: consultant who will be available at responsible times during the course of the work A. P.P.G.Glass. A. Examine areas to receive mirror/glass block. Notify architect of conditions that A. Verify that site conditions are ready to receive work.Beginning of installation means for consultation to the owner,architect,and general contractor. B. L.O.F.Glass. would adversely affect installation. Do not proceed with installation until 2.1 ACCEPTABLE MANUFACTURERS-FRAMING MATERIALS: acceptance of site conditions. B. Conform with local building code requirements and National Fire Protection C. Guardian Industries. unsatisfactory conditions are corrected. A. U.S.Gypsum Company. 3.2 INSTALLATION-FLOORS: Association (N.F.P.A.)Standard 80,fire doors and window requirements. Provide D. Ford Glass. 3.2 PREPARATION: B. National Gypsum Company. A. Install mortar tile and grout in accordance with manufacturer instructions. Lay the to tested Underwriters Laboratories(U.L.)hardware for fire-rated door and frame E. Substitutions:To requirements of Division 1. A. Verify areas to receive mirror/glass block are correct size and within tolerance. C. Georgia Pacific. pattern indicated.Verify pattern is uninterrupted through openings. Cut and fit tile assemblies. The hardware supplier shall be responsible for coordinating the work 2.2 FLAT GLASS MATERIALS: B. Verify areas to receive mirror/glass block are clean and free of obstructions. D. Domtar Gypsum. tight to protrusions and vertical interruptions,form comers neatly. of this section with those noted above so as to obtain door and hardware A. Float Glass(Type FG-A): Clear, 114"thick. 3.3 GLAZING: E. Substitutions:To requirements of Division 1. B. Install mortar,file and grout in accordance with T.C.A.Handbook Number F113 for combinations which are approved by governing regulatory agencies. Conflicts, B. Mirror Glass(Type FG-F): Float Plate glass, 1/4"thick,sizes as noted on Drawings. A. Install mirror/glass block in accordance with manufacturer's instructions,except 2.2 ACCEPTABLE MANUFACTURERS-GYPSUM BOARD: slab on grade installations,W244 for wall installations,and F122 over waterproof omissions,or deviations from the intent defined in paragraph above,discovered in 2.3 GLAZING COMPOUNDS: where local codes or G.A.N.A. Glazing Manual indicate more stringent A. U.S.Gypsum Company. membrane. the schedule of hardware b the bidder duringhis review and examination,shall be A. Butyl Sealant T GC-A): A.S.T.M. C920, single component;Shore A hardness requirements. B. National Gypsum Company. C. Provide expansion joint detail over each saw-cut or cold hint in the concrete floor. C 0 R T E A N 0 y � (Type ) g P q C. Georgia Pacific. P I l brought to the attention of the architect for clarification prior to bid opening. of 10 to 20 black color; non-skinning. 3.4 FIELD QUALITY CONTROL: gi Provide Schluter divider strip at each side of the joint and install backer strip and C. Adhere to applicable provisions of the Americans with Disabilities Act(A.D.A.). 2.4 GLAZING ACCESSORIES AND HARDWARE: A. Verify mirror/glass block is free of chips, cracks,and other inclusions that could D. Domtar Gypsum. urethane traffic sealant in color to match grout. M 0 R G A N N.F.P.A. Life Safety Code and State Barrier Free Code. Bring discrepancies to A. Setting Blocks: Neoprene,80 to 90 Shore A durometer hardness. inhibit structural or aesthetic integrity. E. Substitutions:To requirements of Division 1. D. Examine existing demolished and cleaned flooring substrate.Install membrane over architect's attention prior to submitting bid,for resolution or clarification. B. Spacer Shims: Neoprene,50 to 60 Shore A durometer hardness. 3.5 CLEANING: 2.3 ACCEPTABLE MANUFACTURERS-GYPSUM BOARD CEILING SUSPENSION noticeable existing floor cracks as per manufactures instructions. G.C.to include A R C H i T E C T 1.5 INTENT OF SCHEDULE: C. GlazingTape:Pre-formed butyl compound with integral resilient tubes akin A. Clean mirror) lass block promptly after installation in accordance with SYSTEM: 110 L.F.of membrane installation in quotation. P � � g spacing g P P Y A. Chicago Metallic A. The intent of the hardware schedule on the plans is to provide design requirements device. manufacturer's instructions. g Corp.rP• 3.3 CLEANING: for hardware,which will be aesthetically appropriate and suitable to the function of D. Mirror Attachment Accessories: Chrome finish continuous J channels at all exposed B. Remove labels from mirror/glass block surface. B. Dale Industries, Inc. A. Clean tile surfaces in accordance with file and grout manufacturers guidelines or if 711 N. FIELDER RD. each door or applicable item. edges or as detailed on drawings. Mirror adhesive,chemically compatible with C. Do not use harsh cleaning materials or methods that would damage mirror/glass C. U.S. Gypsum Co. not available the T.C.A. maintenance guide. B. No warranty concerning the absolute completeness of the schedule is intended. mirror coating and wall substrate. block. D. National Gypsum Co. B. Provide instruction to owner's representative in the proper care and maintenance of ARLINGTON, TX 76012 Each bidder shall be responsible for complete review and interpretation of 2.5 FRAMING AND GLASS CLIPS: 3.6 PROTECTION: 2.4 ACCEPTABLE MANUFACTURERS-CEMENTITIOUS BOARD: the flooring. PH: (817) 635-5696 schedules,drawings, and balance of applicable contract documents. If ambiguities A. Stylmark Inc. A. Protect installed mirror/glass block from damage during construction. A. U.S. Gypsum Co. FAX• 817 635-5699 occur between narrative descriptions and manufacturer's model,code,or part B. Virginia Glass Products Corp. B. Protect installed mirror/glass block from contact with contaminating substances 2.5 ACCEPTABLE MANUFACTURERS- MOISTURE RESISTANT WALLBOARD: END OF SECTION FAX: (817) number,architect reserves the right of interpretation of intent. 2.6 GLAZING: resulting from construction operations. A. U.S. Gypsum Company. C. Inadequacies,conflicts,omissions,or deviations from the intent defined in A. L.O.F.Glass C. Remove and replace mirror/glass block that is broken,chipped,cracked,abraded, B. National Gypsum Company. paragraph above,discovered by the bidder during his review and examination,shall B. P.P.G.Glass or damaged in other ways during construction period,including natural causes, C. Georgia Pacific. Section 0951 0 be brought to the architect for clarification prior to bid opening. Lack of such C. Guardian Industries accidents,and vandalism. D. Domtar Gypsum. �7 V notification shall constitute bidders acceptance of full responsibility for providing all 2.7 GLAZED ENTRY DOORS: E. Substitutions:To requirements of Division 1. SUSPENDED ACOUSTIC CEILINGS finish hardware for this project,consistent in quality and performance throughout. A. Virginia Glass Products Corp. END OF SECTION 2.6 FRAMING MATERIALS: Should any door be omitted from the schedule,or any item omitted in a hardware B. Blumcraft of Pittsburgh A. Non-Loadbearing Furring, Framing,and Accessories:A.S.T.M.C645,galvanized set,the hardware supplier shall provide hardware similar to that schedules for steel. 1 GENERAL II) Section 09110 B. Loadbearin Studs, Runners,and Bracing:A.S.T.M.C-955. similar locations. 3 EXECUTION C. Fasteners: Hardened steel. 1.1 DESCRIPTION OF WORK: This section includes,without limitation: 11-1 1.6 TEMPLATES: A. Hardware supplier shall furnish templates and all other information as may be 3.1 EXAMINATION: METAL STUD FRAMING D. Adhesive:A.S.T.M.C557. A. Section Includes: required to the fabricators of the doors and frames. This data is required to assist A. Verify that openings for glazing are correctly sized,within tolerance and clean and 2.7 GYPSUM BOARD MATERIALS: 1. Suspended metal grid ceiling system. the fabricators in making proper cutouts, mortises,reinforcements and another that adjoining materials are ready to receive work of this section. 1 GENERAL A. Standard Gypsum Board:A.S.T.M.C36,of thickness as noted on drawings,tapered 2. Acoustical panels.edges. 3. Compasso trim panels. L i preparations as required to properly receive the hardware. 3.2 PREPARATION: g 1.2 SUBMITTALS: 1.7 SHOP DRAWINGS: A. Clean contact surfaces with solvent and wipe dry. 1.1 SUMMARY: B. Fire Rated Gypsum Board:A.S.T.M.C36 for type"x,"of thickness as noted on A. Shop drawings of a scale to show all pertinent aspects of the item and its method of B. Seal porous glazing channels or recesses with substrate compatible primer orA. Section Includes: drawings,tapered edges. A. Submit shop drawings and product data to requirements of Section 01300. f < C. Moisture Resistant Gypsum Board:A.S.T.M. C630,of thickness as noted on B. Provide product data on metal grid system components and acoustic units. `J connection to the work. seater. 1. Formed metal stud and joist framingat interior locations. YP B. One reproducible and one print of each sheet,submit far enough in advance of C. Prime surfaces scheduled to receive sealant. 2. Framing accessories. , drawings,with tapered edges. 1.3 SAMPLES: schedule dates for installation to provide adequate time for review and approval. 3.3 INTERIOR-WET/DRY METHOD TAPE AND SEALANT): D. Cementitious Board Materials: Shall meet A.N.S.I.Standards All 18.9- 1992 and A. Submit samples to requirements of Section 01300. P q PPr ( ) B. Related Sections: 108.11 - 1992 B. Submit two samples 12x12 inch in size illustrating material and finish of acoustic A. Cut glazing tape to length and install against permanent stops,projecting 1116" 1. Section 06100-Rough Carpentry. units. () V 2 PRODUCTS above sight line. 2. Section 06200-Finish Carpentry. 2.8 ACCESSORIES: � r1 ry 1.4 REGULATORY REQUIREMENTS: B. Place setting blocks at 114 paints with.edge block no more than 6"from earners. 3. Section 07215-Batt Insulation: Insulation within stud framing. A. Acoustical Insulation:As specified in Section 07215. 2.1 ACCEPTABLE MANUFACTURERS: C. Rest glazing on setting blocks and push against tape to ensure full contact at 4. Section 09260-Gypsum Board Assemblies B. Acoustical Sealant; Non-hardening, non-skinning,for use in conjunction with A. Conform to applicable code. • A. Refer to door hardware schedule on the drawings for acceptable suppliers,finishes perimeter of ane or unit. gypsum board. 1.5 QUALITY ASSURANCE: ng P PP P P C. Reference:All metal stud construction shall comply with the American Iron and „ „ A. Installer qualifications: Use firm with experience in installation on acoustical ceilings and product specifications for hardware items. D. Install removable stops,spacer shims inserted between glazing and applied stops at Steel Institute,"A.I.S.1.Current Edition of"Specifications for the Design of Cold C. Corner Beads: Metal L bead. q P g LL.I 2.2 KEYING: 24"intervals, 1/4"below sight line. Formed Steel Structural Members". D. Edge Trim:Galvanized steel. and which is acceptable to manufacturer or specified products. A. Supplier shall meet with the owner representative to finalize keying requirements. E. Fill gaps between pane and applied stop with butyl type sealant to depth equal to 1.2 SYSTEM DESCRIPTION: E. Joint Materials:A.S.T.M. C475, reinforcing tape,joint compound,adhesive,water, 2 PRODUCTS • B. Locks to be supplied with replaceable construction cores. Permanent cores to be bite on glazing,to uniform and level line. A. Metal stud framing for interior walls,with acoustic insulation specified in Section fasteners. (� shipped directly to the owners representative. Installer to replace with permanent F. Trim protruding tape edge. 07215 and gypsum board specified in Section 09260. F. Fiberglass ceiling access panels. 2.1 ACCEPTABLE MANUFACTURERS-SUSPENSION SYSTEM: E 0 cores in the presence of the owners representative and return construction cores to 3.4 GLAZED STOREFRONT SYSTEM: 1.3 QUALITY ASSURANCE: A. As specified on reflected ceiling Ian. supplier. A. Install lass framing system to manufacturers instructions and permanently fasten 3 EXECUTION Pe g P PR g g Y Pe Y A. Perform work in accordance with: B. Substitutions:To requirements of Section 01300. 2.3 ACCESSORIES: system to building structure. Align assembly plumb and level,free of warp or twist. 1. A.I.S.I.specification for the design of cold formed steel structural members, 2.2 SUSPENSION SYSTEM MATERIALS: Is A. Provide templates and product data on specified hardware to door and frame Maintain assembly dimensional tolerances, aligning with adjacent work. 3.1 EXAMINATION: P P P Y g 9 1 latest edition. A. Ver' that site conditions are read to receive work. A. Grid:A.S.T.M. C635, Intermediate duty non-fire rated exposed"T";components die (� manufacturers to facilitate locating cut-outs and reinforcements. B. Install setting blocks, gasketing, and glass in accordance with F.G.M.A.glazing 2. A.W.S.specification for welding sheet steel in structures,d1.3. Y P g B. Beginning of installation means acceptance of site conditions. cut and interlocking. B. Provide special wrenches,tools,and accessories supplied by hardware component manual. 3. A.S.T.M.A-653, C-645, C-754,C-840,C-955. g g P B. Accessories: Stabilizer bars, clips splices,edge moldings,and hold down clips manufacturer. C. Install glass clips per manufacturers direction. 3.2 CEILING FRAMING INSTALLATION: p p dg g p 3.5 INSTALLATION-MIRRORS: A. Install to A.S.T.M.C754,and manufacturer's instructions,limiting deflection to 1/360. required for suspended grid system. 2 PRODUCTS B. Install ceiling framing independent of walls,columns,and above ceiling work. C. Grid Materials:Commercial quality cold rolled steel with galvanized coating. 3 EXECUTION A. Set mirrors with adhesive, and J channels where detailed,applied in accordance g g g D. Grid Finish:While color. with adhesive manufacturer's instructions. 2.1 ACCEPTABLE MANUFACTURERS: C. Laterally brace entire suspension system. 3.1 VERIFICATION: B. Place plumb and level unless detailed otherwise on drawings. D. Install in accordance with seismic details provided. E. Support Channels and Hangers: Galvanized Primed steel,to rigidly secure ceiling r� P g A. U.S. Gypsum Company. 3.3 ACOUSTICAL ACCESSORIES INSTALLATION: system with maximum deflection of 1:360. A. Verify that door and frame components are ready to receive work and cut-outs, 3.6 INSTALLATION-GLAZED ENTRY DOORS: B. National Gypsum Company. mortises and reinforcements are correct. A. Installation shall be in strict accordance with manufacturers recommendations. YP 2.3 ACCEPTABLE MANUFACTURERS-ACOUSTIC UNITS: C. Date industries. A. Install resilient channels at maximum 24"o.c. P �^�, B. rani of installation means acceptance of site conditions. Door framing,jambs and thresholds shall be rigidly sets care and plumb. B. Place acoustical insulation per Section 07215. A. As specified on reflected ceiling plans. o v I Beginning P 9 1 q P D. Substitutions:To requirements of Division 1. C. Install acoustical sealant within partitions to manufacturer's instructions. B. Substitutions:To requirements of Division 1. 3.1 INSTALLATION: Clearances between the doors, header,jamb and threshold shall be as 2.2 STUD FRAMING MATERIALS: 2.4 ACOUSTIC UNIT MATERIALS: A. Strictlycomply with manufacturer's instructions and recommendations. Mount recommended b door manufacturer. 3.4 GYPSUM BOARD INSTALLATION: P Y Y A. Studs:A.S.T.M. C-645,elec.ro-galvanized, non-load bearing rolled steel,channel A. Acoustic Panels: Conforming to the following:hardware at locations to comply with Door and Hardware Institute Recommended 3.7 CLEANING: shaped, punched for utile access,as follows: A. Install gypsum board to G.A.201,216,and 600,to A.S.T.M.C-840 and C-1280,and g Locations for Builders Hardware for Standard Steel Doors and Frames and National A. Remove glazing materials from finish surfaces. P d to manufacturer's recommendations. 1. Size: 24x48 inch. 9 g 1. Width:As noted on drawings. Wood Window and Door Association A.N.S.I./N.W.W.D.A.Industry Standard 1.7. B. Remove labels after work is complete. 2. Thickness:20 gauge minimum. B. Use screws when fastening gypsum board to furring or framing. 2. Thickness: Minimum 518". B. Install hardware to manufacturer's instructions and requirements of A.N.S.I./D.H.I. C. Clean glass and mirrors. B. Load bearing studs,runners and bracing:A.S.T.M.C-955. C. Erect gypsum soffit board perpendicular to supports. 3. Composition:Mineral fiber. Do not install surface mounted items until substrate finish has been completed. D. Place corner beads at external corners. Place edge trim where gypsum board abuts 4. Fire Hazard Classification: Flame spread/smoke developed:(per A.S.T.M. (� P C. Runners: Of same material and finish as studs, bent leg retainer to receive studs. 25/10. C. Set hardware plumb, level and in exact alignment and location. Conceal and END OF SECTION D. Furring and Bracing Members:Of same material and finish as studs,thickness to dissimilar materials. E-84) countersink fasteners to the greatest extent possible. Use only 3.5 JOINT TREATMENT: 5. Edge: Square. g P Y suit purpose. A. Tae fill,and sand exposed joints edges,and corners to produce 6. Surface Color:White. threaded-to-the-head screws for all hardware attached to wood doors and frames. �+ E. Fasteners:Self drillin ,self tapping screws of length not less than thickness of finish Tape, g p duce smooth.surface Use#12 screws for hinges,closers,and other highly stressed hardware,unless Section 08850 g PP g g to a level five(5)finish ready to receive finishes. 7. Surface Finish: Non-directional fissured. material plus 112". otherwise recommended by hardware manufacturer. Do not use exposed GLASS BLOCK AN D MIRRORS F. Anchorage Devices for concrete:Powder driven. END OF SECTION 3 EXECUTION through-bolts to mount any hardware. Adjust all hardware to work easily,smoothly, G. Primer:Zinc oxide touchup for galvanized surfaces. and correctly. 3.1 EXAMINATION: D. Use the templates provided by hardware item manufacturer. 1 GENERAL 3 EXECUTION E. Maintain heights from finished floor to center line of hardware item per A. Verify that layout of hangers will not interfere with other work. JJD.H.I.and A.D.A.standards. 1.1 SUMMARY: rt B. Verify that site conditions are ready to receive work. A.N.S 3.1 ERECTION: Section 09300 C. Beginning of installation means acceptance of site conditions. F. Adjust and check each operating item of hardware to ensure proper operation or A. Section Includes: A. Align and secure top and bottom runners at 24 o.c. 3.2 INSTALLATION: function. Replace items which can not be adjusted to operate freely and smoothly 1. Decorative Mirrors. B. Fit runners under and above openings; secure intermediate studs at spacing of wall TILE ' as indicated fro the application made. 2. Vanity Mirrors. studs. A. Install system in accordance with manufacturer's instructions and as supplemented ' 3. Sheet Mirrors(Custom). in this section. ( ) C. Install studs vertically at 16"o.c. unless otherwise noted on drawings. Align stud ' 1 GENERAL B. Hang system independent of walls,columns,ducts,pipes and conduit. � , � END OF SECTION B. Related Sections: web openings. C' ,R i� 1'.'',0RGA 1. Section 08800-Glazin C. Where ducts or other equipment prevent the regular spacing of hangers,reinforce Glazing D. Secure studs to tracks. Brace stud framing system and make rigid to withstand 1.1 DESCRIPTION OF WORK:This section includes,without limitation: the nearest affected hangers to span the extra distance. 1.2 REFERENCES: lateral loading of 5 p.s.f. Positive and negative pressure with maximum deflection I TO A. A.S.T.M. C1036-Standard Specification for Flat Glass. A. Ceramic and composite tile. D. Locate system according to reflected plan. t t',F L(;vl I SIJ,TEXAS Pe not to exceed 1/240 of the wall height, except where walls support file/marble use 1. Tile Floor and Base. E. Install edge molding at intersection of ceiling and vertical surfaces. Section 08800 g Pt PPo g g g B. A.S.T.M. C1503-Standard Specification for Silvered Flat Glass Mirror. 1/360 as maximum deflection. 2. Wall Tile. F. Fit acoustic units in place,free from damaged edges. C. Glass Association of North America(G.A.N.A.)Glazing Manual. E. Studs splicing is permissible b overlapping with flanges in o e directions to . ' G LrE 1 NG 1.3 SUBMITTALS: P g Y PP g g P 3. Divider Strips,Sealants,and other accessories required for a complete tits G. Fit border nee#ly against abutting surfaces. --�"`�� 0 form a box section with overlap length a minimum of 1115 of wall height. Where wall installation system. 3.3 TOLERANCES: 1 GENERAL A. Comply with section 01300-Administrative Requirements. height exceeds 16',wall shall be braced with diagonal studs at a maximum spacing 4. Anti-crack membrane. A. Variation from Flat and Level Surface: 1/8"in 10'. B. Product Data:Submit manufacturer's product data,including performance of 8'O.C.from top 1/3 point of wall to roof structure. B. Related Sections characteristics and installation instructions. F. Construct comers using minimum three studs. Double stud at wall opening,door 1. 09260-Gypsum Board Assemblies Including Metal Stud And Joist Framing. END OF SECTION 1.1 SUMMARY: YP g g. C. Shop Drawings: Submit manufacturer's or fabricator's shop drawings,including and window jambs not more than 2"each side of openings. 2. A. Section Includes: plans,elevations,section,and details, indicating glass dimensions,tolerances, G. Coordinate erection of studs with requirements of door and window frame supports A 03300-Concrete. REVISIONS 1. Glass and glazing for sections referencing this section for products and thicknesses and coatings. q P 1.2 QUALITY ASSURANCE: installation. tYPeS� g and attachments. D. Samples:Submit manufacturer's samples of each type and thickness. H. Coordinate installation of bucks anchors, and blocking with electrical and A. Perform work in accordance with: 2. Storefront glazing system. 1. T.C.A.-Tile Council of America. E. Cleaning Instructions: Submit manufacturer's cleaning instructions. mechanical work to be placed in or behind stud framing. 3. Glazing. F. Warranty: Submit manufacturer's standard 10- ear warranty for mirror. 2. A.N.S.I.-American National Standards Institute. 4. Storefront glass dips. Y ty I. Blocking and Reinforcement: Secure to studs. Install for support of plumbing 3. A.S.T.M. -American Society for Testing and Materials. i.4 QUALITY ASSURANCE: fixtures,toilet partitions,wall cabinets,toilet accessories,hardware,etc. 5. Glazed entry doors. A. Manufacturer's Qualifications: Minimum of five(5)years experience manufacturing J. Refer to drawings for location of partitions extending to ceiling only,and partitions B. Related Sections; 2 PRODUCTS 1. Section 06200- Finish Carpentry:Components with requirement for glass. mirror: extending through ceiling to structure above. Maintain clearance under structural 2. Section 08100- Hallow Metal Doors and Frames 1.5 DELIVERY, STORAGE,AND HANDLING: building members to avoid deflection transfer to studs. Provide extended leg ceiling 2.1 ACCEPTABLE MANUFACTURERS-TILE AND GROUT: A. Delivery: A. See decor I 3. Section 08112-Steel Doors and Frames. ry' runners. pan for tile and grout specifications. 1. Deliver mirror/glass block to site in accordance with manufacturer's instructions. K. Coordinate placement of acoustic insulation in multiple stud spaces made B. Provide an additional 1%of each file specified in unopened manufacturers boxes 4. Section 08200-Wood Doors and Frames. 2. Deliver mirror/glass block in manufacturer's or fabricator's original containers inaccessible after stud framingerection. P P 1.2 REFERENCES: for future use. and packaging.,with labels clearly identifying product name and manufacturer. A. Perform Work to F.G.M.A.Glazing Manual, F.G.M.A.Sealant Manual,S.I.G.M.A., B. Storage: END OF SECTION 2.2 ACCEPTABLE MANUFACTURERS-SETTING MATERIALS: and Laminators Safety Glass Association-Standards Manual,for glazing 1. Store mirror/glass block in accordance with manufacturer's instructions, A. T.E.C. Incorporated. installation methods. 2. Store mirror/glass block in clean,dry area indoors. B. Laticrete International,Inc. e 1.3 SYSTEM DESCRIPTION: 3. Protect from exposure to direct sunlight and freezing temperatures. Section 09260 2.3 FLOOR AND WALL TILE SETTING MATERIALS: A. Size glass to withstand dead loads and positive and negative live toads acting A. Mortar-latex-portland cement mortar per A.N.S.I.All 18.4 and A.N.S.I.A108.5. SHEET NAME 4. Apply temporary covering loosely#o allow adequate ventilation. GYPSUM BOARD ASSEMBLIES portland cement rout per A.N.S.I. 118.6 for slab on rade installations normal to plane of glass. B. Grout-latex- g p g 5. Protect from contact with corrosive chemicals. B. Limit glass deflection to 1:200. 6. Avoid placement of mirror's/glass block's edges on concrete, metal,and other and A.N.S.I.All 08.10 for wall installations. 1.4 SAMPLES: hard objects. 1 GENERAL C. Uncoupling membrane-6.1 Schluter-Ditra for slab on grade installations with ARCHITECTURAL A. Submit samples to requirements of Section 01300. 7. Rest mirror/ lass block on clean,cushioned ads at 1/4 points. substrate moving/cracking. B. Samples: Submit two(2 samples 6x6 inch in size, illustrate lass for,coloration g p 2.4 MORTAR AND MiX: SPECIFICATIONS P ( ) P g C. Handling;: 1.1 SUMMARY: A. Mix and proportion mortar and rout materials in accordance with manufacturers and design for anything other than clear glazing. A. Section Includes: P P g 1. Handle mirror/glass block in accordance with manufacturer's instructions. 1.5 QUALITY ASSURANCE: 2. Protect mirror/glass block from damage during handling and installation. 1. Metal channel ceiling framing. instructions. A. Perform:Work in accordance with: 2. G board. 2.5 ACCESSORIES: 3. sum Do not slide one (1)lite of mirror/glass block against another. yr' A. Provide threshold reducer strips and/or metal divider strips as detailed or 1. Flat Glass Marketing Association Glazing Manual. 4. Do not use sharp objects near unprotected mirror/glass block. 3. Gypsum board ceiling suspension systems. SHEET NUMBER 2. Flat Glass Marketing Association Sealant Manual. 4. Moisture resistant wall board(green board). required for a complete and proper installation. 3. A.S.T.M.C 1036 Specifications for flat glass. 2 PRODUCTS B. Related Sections: 4. A.S.T.M.C 1048 Specifications for heat treated flat glass. 1. Section 06100-Rough Carpentry. B. Select glazing compounds and sealants to meet glass manufacturers instructions. 2.1 MANUFACTURERS: 2. Section 08111 -Standard Steel Frames. 1.6 SHOP DRAWINGS: A. Mirrors: 3. Section 09110-Metal Stud Framing. A. Shop drawings of a scale to show all pertinent aspects of the item and its method of 1. Refer to architectural drawings for manufacturer(s). 4. Section 09900-Paints and Coatings:Surface finish. AmO , 4 connection to the work. 1.2 REGULATORY REQUIREMENTS: B. One reproducible and one print of each sheet,submit far enough in advance of A. Conform to applicable code for fire rated assemblies. schedule dates for•installation to provide adequate time for review approval. 05 OF 20 Section 09650 Section 09900 Section 10440 DATE. 0412512016 RESILIENT FLOORING AND BASE PAINTING SIGNAGE (EXTERIOR SIGNAGE REQUIRES JOB NO: 1-216-061 1 GENERAL 1 GENERAL SEPARATE PERMIT) DRAWN:STAM 1.1 DESCRIPTION OF WORK:This section includes,without limitation: 1.1 SUMMARY: 1 GENERAL CHECKED: CM A. Resilient flooring. _ A. Section Includes: B. Resilient wail base. 1. Surface preparation and field painting of all surfaces except factory finished or 1.1 DESCRIPTION OF WORK:This section includes,without limitation: C. Resilient edge strips. otherwise pre-finished items. A. Formed Metal Sign Can. _ D. Substrate preparation. 2. Provide continuous ventilation and heating facilities to maintain surface and SUPPLIED BY OWNER VENDOR AND INSTALLED BY OWNERS VENDOR. 1.2 RELATED WORK:Without limitation,related work includes: ambient temperatures above 45° Fahrenheit for 24 hours before, during and 48 1.2 SUBMITTALS:Submit the following in compliance with Divisions 0 and 1: VM A. 06100-Rough Carpentry;underlayment to raise sub-floor under resilient flooring to hours after application of finishes. A. Product data. align and be flush with abutting stone flooring. 1.2 DESCRIPTION OF WORK:This section includes,without limitation,painting and B. Shop drawings for all signage. 1.3 SUBMITTALS: Submit the following in compliance with Divisions 0 and 1: finishing all exposed interior and exterior surfaces within the work limits,except the C. Samples at least 6 inches square showing complete range of finishes. Stainless A. Product data. following: steel and exterior paint finishes. B. Samples at least 12 inches square for each type and color of flooring required. A. Finished metal surfaces and hardware unless otherwise noted. 1.3 ARTWORK:Provide copy-ready artwork,templates,and patterns for all signage and C 0 R T L A N D C. Samples at least 6 inches long for each type and color of base required. B. Surfaces concealed from view. graphics. Obtain architect's approval before fabricating signs. C. Finished floors. M 0 R G A N 2 PRODUCTS D. Glass. 2 PRODUCTS E. Pre-finished millwork. A R C H I T E C T 2.1 RESILIENT FLOORING F. Galvanized steel sign supports. -Not Used A. Refer to decor plan and finish specifications. 1.3 RELATED WORK:Without limitation,related work includes: 2.2 RESILIENT WALL BASE A. 06200-Finish Carpentry 3 EXECUTION 711 N. FIELDER RD. A. Refer to decor plan and finish specifications. B. 10440-Signage and Graphics; PRE-MANUFACTURED signs and graphics. 2.3 MISCELLANEOUS MATERIALS: Provide latex sub-floor leveling compound;concrete 1.4 SUBMITTALS:Submit the following in compliance with Divisions 0 and 1: 3.1 INSTALLATION: Securely anchor sign brackets to withstand all dead,live,seismic,and ARLINGTON, TX 76012 sub-floor primers; non-flammable,waterproof adhesives; resilient edge strips with A. Product data. other loads. Provide attachment to building structure as approved by landlord. PH: (817) 635-5696 profile and colors approved by Architect; and wax and polish materials as B. Samples to verity color selections. 817' recommended by flooring and base manufacturers. 1.5 QUALITY ASSURANCE END OF SECTION FAX• ( ) 635-5699 2.4 UNDERLAYMENT:(if Required)Provide A.P.A.trademarked,interior plywood A. Applicator experience: Use adequate number of skilled applicators who are "Underlayment"with exterior glue and no voids in any layer of veneer,and with thoroughly trained and experienced in the specified painting system applications thickness to level top of resilient flooring with top of adjacent stone flooring. If required and with a record of successful in-service performance. by local codes or authorities having jurisdiction,provide U.L.listed and labeled B. Provide specified manufacturers best quality materials of the various coating types fire-retardant treated underlayment. specified. Section 10675 2.5 ACCESSORIES: 2 PRODUCTSMETAL STO RAGE S H E LV I N G A. Sub floor filler whit premix latex type,as recommended by the manufacturer. B. Edge strips as detailed on drawings, or if not detailed,as required based on specific 2.1 ACCEPTABLE MANUFACTURERS: 0 conditions. 1 GENERAL C. Primers and adhesives,sealers,and wax:Types recommended by flooring A. Refer to plans for specific paint colors and glosses. 0 B. Acceptable substitutions to specific manufacturers: manufacturer. 1.1 DESCRIPTION OF WORK:This section includes,without limitation: 1. Pratt and Lambert(PAL.) 1.1 Metal storage shelving system (provided by owner, installed by general contractor). 3 EXECUTION 2. Benjamin Moore and .G.(B.M.) B. In wall/surface mounted strapping(provided and installed by general contractor). 4. Sherwin Williams(S.W.) 3. Pittsburgh Paints( .W 1.2 SUBMITTALS:.Submit the following in compliance with Divisions 0 and 1: .} 3.1 EXAMINATION: A. Product data including installation instructions. A. Verity that surfaces are smooth and flat with maximum variation of 1/8"in 10'-0"and 2.2 PAINT PRODUCTS: Provide paint systems and products as scheduled oras otherwise are ready to receive work. Beginning of installation means acceptance of site approved by Architect. 2 MATERIALS conditions. A. INTERIOR WOOD AND PLYWOOD-PAINTED(Satin Alkyd System) < B. Verify concrete floors are dry to a maximum moisture content of seven percent(7%), Coat 1: Moores Pigmented Sanding Sealer 2.1 METAL STORAGE SHELVING SYSTEM: Install standard duty,open upright sheiving and exhibit negative alkalinity, carbonization,or dusting. assemblies and rolling shelving assemblies as supplied by owner. S Coat 3: Sam C. Remove sub-floor ridges and bumps. Fill low spots,cracks,joints,holes,and other Coat 2: Same aea s coat 2.Satin Impervo Enamel A. Module Size: 15"or 18"deep, 96", 108"or 120"high,approximately 36"long defects with sub-floor filler. Apply primer to surfaces if required by manufacturer. sections. 8,9,or 10 shelves per section. (Verity sizes and number of shelves per 3.1 PREPARATION: section on Fixture Plan). A. Install to manufacturers instructions. Note:Sand between.every coat with successively finer sand paper ending with B. Entire Systems Required: Install a complete shelving system including uprights, " 0 B. Check substrate and underlayment tolerances and fill holes,depressions and cracks 320 grit. Spray paint door#2 to match approved sample. cross brace units, shelves,brackets,fittings,fasteners, leveling feet,tracks,wall l with latex leveling compound. B. INTERIOR DRYWALL AND VENEER PLASTER(Flat Latex System) anchors,seismic anchors(as required)and all other components and accessories ch }� C. Scrape,grind,or sand down ridges and protruding irregularities to create a level needed to create a complete,fully functional assembly. substrate in true plane. Coat 1: Moore's Latex Quick Dry Prime Seal or Latex Enamel Underbody C. Finish: Manufacturer's standard finish and color. D. Thoroughly clean and vacuum substrates immediately before installation of work. Coat 2: Moore's Wall Satin Z 0 E. Spread only enough adhesive to permit installation of materials before initial set. 3 EXECUTION Coat 3: Same as coat 2. Set flooring in place, press with heavy roller to attain full adhesion. 2.3 MATERIALS: F. Lay flooring with joints and seams parallel to building lines to produce minimum 3.1 INSTALLATION:Assemble and erect shelving in strict manufacturer's instructions and A. Compatibility: Provide primers,finish coat materials, and related materials that are number of seams, unless otherwise indicated on drawings. Scribe flooring to walls, compatible with one another and the substrates indicated under conditions of recommendations. Use all fasteners, braces,clips,and accessories furnished and columns,cabinets,floor outlets and other appurtenances to produce tight joints. recommended by the manufacturer. service and applications demonstrated by the manufacturer based on testing and 3.2 INSTALLATION:Maintain uniformity of color and pattern. Cut materials neatly around field experience. A. Shim and level'shelves at legs and feet. fixtures and obstructions. Provide securely bonded resilient edge strips and trim B. Securely anchor into adjacent walls to prevent overturning. B. Paints: Ready mixed to greatest extent possible, good flow and brushing properties wherever edge,of floor would otherwise be exposed. C. Touchup damaged factory coatings. A. Tile Flooring: Layout work to avoid use of less than one-half module pieces. Adhere capable drying or curing free of streaks or sags. C. Paint Accessory ssary Materials: Linseed oil,shellac,turpentine,and other materials of flooring with full coverage of adhesive. Roll installed flooring with 150 pound roller in END OF SECTION both directions at least twice. Make uniform,continuous contact and bond between commercial quality. 2.4 COLORS: Provide as indicated on Drawings. flooring and sub-floor. Lay flooring with grain or texture running in one direction. B. Base:Adhere base to walls,columns,and to all other fixed and permanent surfaces 3 EXECUTION 0 and fixtures,. Run base behind all movable items. Tightly bond base to walls and floor surfaces with 100%coverage of adhesive. Do not leave any gaps between 3.1 EXAMINATION: Z wall and base and base and floor. Hand roll base over all base surfaces and make A. Verify that surfaces are ready to receive work as instructed by the product full contact and excellent adhesion. manufacturer for the various types of finishes specified. 1. Outside Corners: Groove back of base and field form sharp outside comers. B. Minimum and maximum application temperatures for applying various finishes shall <Keep base seams and joints as far from outside comers as possible and never comply with manufacturer recommendations. closer than 24"to corner. Scribe and fit to door frames and other interruptions. C. Beginning of installation means acceptance of site conditions, 2. Inside Corners:Cut and cope base at inside corners. Do not round inside (� 3 corners with one piece of base. .2 PREPARATION: 3.3 UNDERLAYMENT INSTALLATION:-Comply with instructions and recommendations A. Correct minor defects and deficiencies in surfaces,which affect work of this section. of A.P.A.,Design and Construction Guide-Residential and Commercial. 3.3 INSTALLATION: Strictly comply with.manufacturer's instructions and recommendations A. Install underlayment immediately before installation of finish.flooring. for bath application of paint and preparation of surfaces before painting:. Provide B. Glue and power nail to existing sub-flooring. Provide 100%coverage of adhesive uniform final finishes,free from runs,color variation,and other imperfections. between plywood underlayment and prepared sub-floor. Fasten panels with A. Remove hardware,fixtures,accessories, and other work or provide effective fasteners spaced three(3)inches on center at panel edges and six(6)inches on protection to insure that such work is not painted or splattered. Reinstall removed items when painting is complete. center each way within panels. Provide a grid of chalk guidelines to ensure proper B. Apply paint with brushes or rollers, except where spray painting is indicated for layout and spacing. doors. C. Comply with A.P.A.recommendations for edge spacing at joints between C. Apply at least the number of coats specified and apply additional coats as underlayment panels and between underlayment and adjacent construction. Fill necessary to eliminate show-through and bleed-through,and to provide uniform final and sand joints of underlayment to create a smooth substrate suitable for installation appearance approved by architect. � �rr� of specified finishes. D. Finish behind all removable items. Finish inside ducts and grilles when these areas Y 3.4 CLEANING AND CURING:Clean and remove excess and spilled adhesive from base, are visible. Paint visible ductwork,diffusers,speakers,grilles and cover plates to walls,and floors as the work progresses. Prohibit traffic over newly installed flooring for at least forty-eight(48)hours or longer as recommended by flooring and adhesive match adjacent surfaces. �' �R c€ #` manufacturers to permit adhesive to set and cure. Do not damp mop or clean floors E. Apply products to manufacturer instructions. F. Paint all exposed to view surfaces. � until adhesive its set and cured. G. Back prime interior woodwork with primer sealer paint. L/I ARLi161'()"N,j E);a�S END OF SECTION H. Protect other surfaces from paint or damage,repair damage. „mow I. As work proceeds promptly remove paint where spilled,splashed,or splattered. 3.4 MECHANICAL AND ELECTRICAL EQUIPMENT: A. Remove finished louvers,grilles,covers, and access panels on mechanical and electrical components from location and paint separately. Finish paint primed equipment to match adjacent work. B. Prime and paint insulated and exposed pipes,conduit, boxes, insulated,and REVISIONS exposed ducts, hangers, brackets, collars, and supports,to match adjacent work except where items are pre-finished. C. Paint interior surfaces of air ducts,convector and baseboard heating cabinets that are visible through grilles and louvers with one coat of flat black paint,to limit of sight line. paint dampers,except fire-rated,exposed behind louvers,grilles convector and baseboard cabinets to match face panels. D. Paint exposed conduit and electrical equipment occurring in finished areas. Color and texture to match adjacent surfaces. E. Paint both sides and edges of plywood backboards for electrical equipment before installing equipment. 3.5 SCHEDULE-INTERIOR SURFACES: A. Unless otherwise noted on the plans, use the following schedule to determine mAlmum coats required for various materials. 1. Wood-Painted: a. One coat,alkyd primer sealer. b. Two coats,alkyd enamel,with sheen as indicated on decor schedule. 2. Wood-Transparent: SHEET NAME a. Filler coat for open grained wood only. b. One coat stain. c. one coat Sealer. ARCHITECTURAL d. One coat varnish,gloss. SPECIFICATIONS e. One coat varnish,satin. 3. Steel-Un-primed a. Touchup with compatible primer. b. Two coats alkyd enamel,gloss. 4. Steel-Primed a. One coat zinc chromate primer. SHEET NUMBER b. Two coats,alkyd enamel,gloss. 5. Steel-Galvanized a. One coat zinc chromate primer. b. Tow coats, alkyd,gloss. 6. Exposed concrete floors: A=055 a. One coat,concrete sealer per manufacturers directions. 7. Plaster,gypsum board: . a. One coat, alkyd primer sealer. 06 OF 20 b. Tow coats,alkyd enamel,with sheen as noted on decor schedule. END OF SECTION E 1 N 15H 50HEOULE DOOR 50HEOULE DATE:04/25/2016 DOOR FRS DETAILS �IARDWAR REMARKS L-2 FLIMMIRE DOOR NO. SIZE TYPE FINISH MATERIAL FINI514 TYPE MATERIAL HEAD JAMB CROUP JOB NO:1-216-061 MANUFACTURER: LAMINART 5TOREFRONT 6RILLE MOTORIZED 6RILLE BY "METRO DOOR",WHITE FACTORY FINISH NOTE: INSTALLATION/MAINTENANCE: REPRESENTATIVE &00323.1624 FUR-I i1 I2,-0" x7'-.&" I wHITWcL>^AR METAL WA - STS N/A N/A I ON CURTAIN GUIDE AND 50TT0M BAR WITH CLEAR LEXAN PANEL INSERTS. DRAWN:STAFF NI*l ER: 3074-VT MANUFACTURER: ALLERMUIR(XPRE55 PROGRAM) INSTALL AND MAINTAIN PER MANUFACTURER AND INDUSTRY COLOR: WHITE ASH REPRESENTATIVE: SHERRIE ALVERY,7342bb.4100 OR CHECKED:CM STANDARDS,U51%MANUFACTURER RECOMMEbIVEV MATERIALS. FINISH: VELVATF.X FINISH 5LOND8ER60NE6lN6E3L COM OR FIRE RATIN66: FIXTURE CONTRACTOR TO SUPPLY JOHN 61146ELL,734b252000 PORU3M TLE AREA: 5TORA6E BUNKERS - REFER TO STYLE: A48/M PRAWIN66 FOR DETAILS COLOR: 6RADE A DE516NER WHITE TOP PT-I-I NUPE: INSTALL AND MAINTAIN PER BASE: M04 SILVER vm " MANUFACTURER: BEAVER TILE AND STONE MANUFACTURER'S REGOMMENDATION5 SIZE: 30" ROUND TABLE TOP REPRESENTATIVE: KURT VON 1(055,248:Ig021g7 HEIGHT: 40' H16H STYLE: NIA6ARA FALLS L2 LEAD TIME: 15 DAYS FROM DATE OF ORDER COLOR: WHITE MANUFACTURER: FORMICA FIRE RATIN65: NOT APPLICABLE SIZE: 12 X 24" REPRE5ENTATIVE: 8003676422 AREA: REFER TO DRAWIN66 FOR DETAILS THICKNESS: 3/6" WNEER: 7147-58 NOTE: INSTALL AND MAINTAIN PER C 0 R T L A N 0 6ROUT: MAPEI -#01 ALBA5TER,94ALLE5T 6ROUT COLOR: DOVER WHITE MANUFACTURERS RECOMMENDATIONS M O R G A N JOINT REGOMMEWED BY MAWFAGTURER FINISH: MATTE LEAD TIME: FIRE RATIN65: FIXTURE CONTRACTOR TO SUPPLY FIRE RATIN65: NOT APPLICABLE AREA: BALK OF HOUSE CUSTOM CABINS f- �AGTUREP ALLERMUIR(XPRE%PRO6RAM} A R C H I T E C T AREA: 5ALE5 FLOOR-RIS=ER TO DRANIN66 FOR RIS=ER TO DRAWINGS FOR DETAILS REPRESENTATIVE: SHERRIIE ALVERY,734266.4100 OR DETAILS NOTE: INSTALL AND MAINTAIN PER 5L0ND3ER60WE61N6,ELL.COM OR NOTE: INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATION JOHN 61146ELL,734.625.2000 NOTE: KEY ALL DOORS ALIKE. PRIOR TO CONSTRCTION CONTRACTOR SHALL VERIFY WITH HARDWARE SUPPLIER AND ARCHITECTURAL C045ULTANT THAT ALL DOOR HARDWARE NETS ALL STATE AND LOCAL CODES AND ORDINANCES. NOTIFY OWNER 711 N. FIELDER RD. MANUFACTURER'S RECOMMENDATIONS STYLE: GASPER BARSTOOL - 4 LE-6 OF ANY 015GREPAWAE5. NUMBER. 05,5% NOTE: ALL LOGKIN6 DEVICES AND PANIC HARDWARE SHALL 13E VERIFIED BY THE CITY. ARLINGTON, TX 76012 G(1)OR: ALL WHITE SHELL WITH CHROME FRAM NOTE: ALL DOORS AND HARDWARE SHALL CONFORM TO CURRENT APPLICABLE STANDARDS FOR HANDICAPPED ACCESSIBILITY. PH: (817) 635-5696 UCj ED., T ML-) 512; NOTE: EXIT DOORS 5HALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A DOOR NOT LE55 THAN TFC FEET WIDE OR b8"H16H. NO DOOR LEAF SHALL EXCEED N-0". FAX: (817) 635-5699 '� 1 MANIFAGTURER: GHEMTAL e�EpeT($16HT: NOTE: DOORS SHALL BE OPENABLE FROM THE IN51DE HTHOUT THE USE OF A KEY OR ANY SPECIAL KNOW.E06E. REF'tE5ENTATIVE: 800.80x1.7341 LEAD TIME. 15 DAYS FROM DATE OF ORDER NOTE: ALL EGRESS DOORS SHALL REWIRE NO SPECIAL EFFORT TO OPERATE AND OPEN. NUMBER: g24 FIRE RATINGS: NOT APPLICABLE NOTE: MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED FIVE(5)POUNDS FOR EXTERIOR DOORS AND INTERIOR DOORS,SUCH PUL OR PU5H EFFORT BEING APPLIED AT R6HT AN6LE5 TO HIN6E0 DOOR5 AND AT THE CENTER PLANE OF SLIDING COLOR: BRONZE STAINL E55 STEEL ALUMINUM L5 AREA: REFER TO DRAWINGS FOR DETAILS OR FOLDIN5 DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REWIRED,THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO THE INSTALL LL AND MAINTAIN PER NOTE: INSTALL AND MAINTAIN PER MAXIMUM ALLOWABLE BY THE APPROPRIATE AOMIN15TRATIVE AUTHORITY,NOT TO EXCEED FIFTEEN(15)POUNDS. NOTE=: FIRE RATINGS: INS TACONTRACTOR TO SUPPLY NOTE=6.G.TO 5UPPLY BEST 7-PIN IWERCWJ46EA13LE GORE REQUIRED DOORS AND HARDWARE. MANUFACTURERS RECOMMENDATIONS _ AREA: FIXTURE FINISH-REFER TO DRAWINGS FOR DETAALS - NOI- SIED. NOTE: INSTAL AND PER MANUFACTURERS MANUFACTURER: AGERAY(READY TO SHIP PRO6RAM) RECOMMENDATIONS REPRESENTATIVE= ROBIN WELLS,303.7333404 OR /^y ll/A�pp�fwIq RWIELL56AGERAY.GOM OR DOOR �f!"�I�D ARE MU&1�a=rw► TOM HETE248 S, 841.7370 — _ _ STYLE: LOW STOOL WITH UPHOLSTERED SEAT � LL3 NUMBER046X0 5ET-15(STOREFRONT ROLL-UP GRILLE) UPHOLSTERY: PLANT#b (WHITE GRADED VINYL) (3}CYLINDER-BEST- IE-14-C4-M73 MANUFACTURER: CHEMETAL COLOR: ALL WHITE 5HELL WITH C+IROM FRAM INTERIOR TI�UM�TURN- U52bD Li MANUFACTURER: U5E1)r: R 42RESMATIVE: 800.S�TI'.734k 51 KEY 5WITGH MOUNTED ®ZEIS'A.F.F.(REFER TO STOREFRONT DETAILS NUMBER: 6124 FOR LOGATION5) - FACE PLATE TO MATCH BUILD-OUT FINISH. SEAT HEIGHT: COLOR: BRONZE 5TAINLE55 STEEL ALUMINA EMR6ENGY PULL TO BE MOUNTED 0 42" A.F.F.(REFER TO STOREFRONT FIRE RATINGS: FIXTURE CONTRACTOR TO SUPPLY LEAD TIME: 48 HOURS FROM TIME OF PAYMENT DETAILS FOR LOCATIONS) FIRE RATIN55: NOT APPLICABLE �,� IL N AREA: FIXTURE FIN15H-RISER TO DRAWIN66 per: REFER TO DRAWIN66 FOR DETAIL.5 -O.G. TO APPLY "TH15 DOOR TO REMAIN OPEN DURING FOR DETAILS NOTE; INSTALL AND MAINTAIN PER 5L)5INE55 HOUR5" ADJ. TO DOOR AT LOCATION NOTE: INSTALL AND MAINTAIN PER �- . MANUFACTURERS REGOMMNDATIONS MANUFACTURERS RECOMMENDATIONS DIRECTED 8Y INSPECTOR. • .. SEW W WTl1L MF-6/REP.: WWWALLMODERN GOM OR 800615.4703 �vV � STYLE: A5HTON LOW-BALK ADJUSTABLE TASK CHAIR �3 MANUFACTURER: IFS COATINGS NUMBER: SKU#EY2315 REPRESENTATIVE: BRANDON PHILLIP5,bib241.41226 COLOR: WHITE RUG.BY `TRO DOOR' I USIED... l_/ NAR: PR5F 80005 SIZE: ROLL UP GRILL E WITH CLEAR 5OLYCARBONATE " COLOR: CHOICE SKY WHITE SEAT MIGHT: PL EXON 0 FIRE RATIN66: CONTRACTOR TO SUPPLY LEAD TIME: AS OF 3/24f15 - THERE ARE 30 IN PANELS,WHITE P05T5, „ AREA: STOREFRONT-REFER TO MMIN65 FOR STOCK CURTAIN AND GUIDES. VGT IFIRE RATIN65: NOT APPLICABLE MANUFACTURER: MANNI%TON DETAILS NOTE.: INSTALL AND MAINTAIN PER AREA: REFER TO DRAWIN65 FOR DETAILS REPRESENTATIVE: 8002412262 STYLE: MONS MANUFACTURERS RECOMMENDATIONS NOTE: INSTALL AND MAINTAIN PER 0 3: < MANIFAGTURERS RECOMMENDATIONS MA43ER: 55141 COLOR: COOL WHITE MANUFACTURER: IF5 WATIN66 n I� SIZE: 12" X 12" REPRESENTATIVE: BRANDON PHILLIPS,bib.241.4I22b THICKNESS: I/8" N94BIR PLSF 40127 FIRE RATIN65: A5TM F-1066 CLASS 2 COLOR: gOOb 5TARDU5T AREA: BACK OF HOU5E FLOOR FIRE RATIN65: CONTRACTOR TO SUPPLY NOTE: INSTALL AND MAINTAIN PER AREA: STOREFRONT -REFER TO PRANN66 FOR lEl OL MANUFACTURERS REGOMNENDATION5 DETAIL5 — — 0 NOTE: INSTALL AND MAINTAIN PER 17/16 QO MANUFACTURERS RECOMMENDATIONS � BOLI UP GRILLE OPTION NOTES: APPLICATION/INSTALLATIOW DSK PAD W PATTERN(11/16"5PACIN6) ALUMINUM FINISH WALLS: LO SHEEN E665MLL LATEDP-IA MANUFACTURER.- FIFIFID - OPTION A DOORS d TRIM: S1:MI-6!_055 ALKYD CEILING: FIAT EMITEX REPRESENTATIVE: JUDY 6ARRAN,781,g27.151g NNA 5LATWALL: LO SHEEN E665HELL ALKYD STYLE: VIE CALOR: CHALKLK INSTALLATION: 6YP5UM BOARD TO RECEIVE ON GOAT OF SIZE: 54'WIDE COMMERCIAL 6RADE PRIMER TO RECEIVING TWO GOATS OF LEAD TIME: PAINT. WOOD TRIM AND 5L.ATkrALL TO REGEIVE ALKYD OR FIRE RATIN65: FIXTURE GONTRAGTOR TO SUPPLY ENAMEL PAINT TO BE PRIMED WITH ONE GOAT OF ENAMEL AREA: IN51DE BASE OF JEWELRY CASE -REFER UNDERCAATIR PRIOR TO RECEIVING TWO COAT5 OF PAINT. PAINT TO DRAWID FOR DETAILS ALL WIRES,RETURN AIR MLLED,AND SUPPLY AIR 6MLLE5 TO NOTE INSTALL ANND MAINTAIN PER MATCH ADJACENT GEIUN6 AREAS. MANUFACTURERS RECOMMENDATIONS � P-I DP-IB W D f 0` Gtr MANUFACTURER: BENJAMIN MOORS PAINT MANUFACTURER: FIFIELP - OPTION BREPRESENTATIVE; JUDY 6ARRA�1,181.g27.151g REPRE5ENTATIVE: 88823bbbb7 VIENNA COLOR: BRILLIANT WHITE Ste;COLOR: VIENN FIRE RATINGS: APMIF_D TRATE TO WHICH PAINT 15 51ZE: 54'WIDE AREA: REFER TO DRAN1155 FOR DETAILS LEAD TIME. NOTE: INSTALL AND MAINTAIN PER FIRE RATIN66: FIXTURE CONTRACTOR TO SUPPLY MANUFACTURERS RECOMMENDATIONS AREA- INSIDE BASE OF JEWELRY CASE - REFER TO PRAWIN66 FOR DETAILS NOTE: INSTALL AND MAINTAIN PER MANUFACTURERS RECOMMENDATIONS REVISIONS SIZE: I k4" MANUFACTURER: LACGlUERED PAINT FINISH TO MATCH BENJAMIN MOORE "BRILLIANT WHITE" 5HM-1 FIRE RATI1465: FIXTURE CONTRACTOR TO SUPPLY MANUFACTURER. SENSITIZE AREA: REFER TO ORAWIN66 FOR DETAILS FS21RE5ENTATIVE: DAYNA TOOMAN,313.872.314 NOTE: INSTALL AND MAINTAIN PER STYLE: LUMINA SPARK WITH CLEAR MIRROR MANUFACTURERS REG4)MMEN7ATION5 BACK {ATE NUMBER: LPD 150 COLOR: GLEAR-CLEAR-CLEAR SIZE: 4' X W PANELS MANUFACTURER: FORMICA THIGKNE55: 1/2" REF 5ENTATIVE: 8003b7b422 LEAD TIM: STYLE: COLOR GORE FIRE RATIN66: FIXTURE CONTRACTOR TO SUPPLY NUMBER: 1223G-40 AREA: FIXTURE FINISH- REFER TO PRAKIN66 COLOR: NEW WHITE FOR DETAILS SHEET NAME FINISH 6LO% NOTE: INSTALL AND MAINTAIN PER DECOR FINISH FIRE RATINGS: FIXTURE CONTRACTOR TO APPLY MANUFACTURERS RECOMMENDATIONS AREA: FIXTURE FINISH- REFER.TO ORAWIN65 SPECS AND DOOR NOTE: INSTALLANDMAINTAIN PER SCHEDULE MANUFACTURERS RECOMMENDATIONS SHEET NUMBER A=Om6 07 OF 20 DEMOLITION KEY NOTE5: DEMOLITION GENERAL. NOTE5: TLEASE LINE. 6.C,.TO VERIFY IN FIELD. A. PRIOR TO THE START OF DEMOLITION THE 6EFERAL CONTRACTOR WILL VISIT AND DATE:04/25/2016 EXAMINE THE SITE CONDITIONS AND NOTIFY ARCHITECT OF ANY AND ALL JOB NO:1-216-061 21 EXISTING STOREFRONT ROLLIN&6RILLE AND ALL RELATED STRUCTURE AND 0I5GREPANGIE5 THAT MAY AFFECT CONSTRUCTION DETAILS AT THE START AND 5UPPORT5,STOREFRONT 6LAZING SYSTEM,5TOREfRONT TILE WALLS,STOREFRONT COMPLETION OF DEMOLITION. AWNINGS,5TOREFRONT 516NA6E,STOREFRONT POP-OUT CONSTRUCTION ALL TO BE DRAWN:STAFF REMOVED. B. THE GENERAL CONTRACTOR WILL PROTECT AND MAINTAIN EXISTING FIRE PROTECTION 5PRINKLER SYSTEM DURING THE DEMOLITION OF THE TENANT SPACE. THE 6EI�RAL CHECKED:GM aREMOVE ALL EXI5TIN6 FINISH FLOORING TO LEASE LINES INGLUDIN6 PORCELAIN TILE, CONTRACTORS FIRE PROTECTION CONTRACTOR WILL SURVEY THE EXI5TIN6 SYSTEM GLUED DOWN CARPET,V.G.T.711 E FLOORING AND DIVIDER STRIPS. REMOVE ALL AND DOCUMENT REGARE D REV1506 FOR PROPER GOVERA6E IN THE NEW RETAIL REMAINING FLOORING ADHESIVE. LAYOUT. PRIOR TO FABRICATION AND INSTALLATION OF THE MODIFIED SYSTEM THE CONTRACTOR WILL SUBMIT SHOP PRAWIN65 TO THE LANDLORD,ARCHITECT AND CITY ¢ EXISTIN6 DEM151N6 WALLS TO REMAIN. 6.C,.TO PATCH OR REPAIR ANY DAMAGE DUE FOR APPROVAL. TO DEMO,MAINTAIN WALL RATING. RONT WALL G. DURIN6 DEMOLITION,PROVIDE AND PLACE BRACING AND/OR SHORING AS REQUIRED Fi-v] ONLY. 66L.TO REPAIR KALL CONSTRUCTION D TFXGTION TO REMAIN. 6L.TO REMOVE STOREFRONT TILE TO PREVENT AMA6E DUE TO DEMO FOR NEW LIABILITY FORMOVEMENT OF STfMTURE THE 6ENERAL MOVEMENT,9AMA6E OR INJURY DUE TO LACKOR OF I5 TO A56UME SAFETYY STOREFRONT FINISHES. PLANNING. MAKE SAFE THE 51TUATION PRIOR TO PROGEEDt%WITH DEMOLITION C D R T L A N D EXISTING STRUCTURAL COLUMN TO REMAIN. &.C.TO VERIFY COLUMN RATIN&AND D. PRIOR TO DEMOLITION THE 6ENERAL CONTRACTOR 15 TO EVALUATE THE 015POSITION M 0 R G A N MAINTAIN RATING DURING CON511;UGTION. OF ALL EASTIN&RWTIONIN6 UTILITIES. STANDARD CONSTRUCTION SAFETY PRACTICES AND SAFETY MEA RE5 ARE TO 13E EXERL15M AND ENFORCED IN THE A R C H I T E C T TEXISTIN6 INTERIOR WALLS TO REMAIN. 6.C.TO PATCH AND REPAIR WALL FOR NEW DISCONNECTION OF THE5E UTILITIES. REMOVE AND GAP A5 REQUIRED,DO NOT JUST FIN15HE5. ABANDON. Fal EXISTING DRAIN PIPES TO REMAIN. E. MINIMIZE DAMAGE TO DEMISING WALL DURING DEMOLITION. 6.C,.SHALL PATCH AND 711 N. FIELDER RD. REPAIR ANY DAMA6E AS REQUIRED ARLINGTON, TX 76012 T EXISTIN6 INTERIOR WALL5 AND COL"BUILD-OUT TO BE REMOVED. PH: (817) 635-5696 F. & RAL CONTRACTOR IS TO PROVIDE AND MAINTAIN TEMPORARY LIGHTING d Fl-ol EXISTING DOOR,FRAME,AND HEADER TO BE REMOVES?. POWER THROU6HOUT THE CONSTRUCTION PROCESS FOR THE SAFETY AND OPERATION FAX: (817) 635-5699 OF CONSTRUCTION EQUIPMENT. Fill STOREFRONT BARRICADE AND(2)3'-0'DOORS BY TENANTS 6.C. REFER TO MALL CRITERIA BOOK FOR MORE INFORMATION. 6. HVAC,CONTRACTOR TO INSPECT EXISTIN6 CONDITIONS PRIOR TO DEMOLITION AND DETERMINE WHETHER ANY COMPRE55OR RE FR16ERANT LINES ARE PRESENT THAT MU5T 121REMOVE AND 015CARD ALL MILLWORK,CABINETRY,FIXTURES,GASHWRAP AND ALL BE PROPERLY RAINED(TO EPA STANDARD)PRIOR TO DEMOLITION. ELEGTRIGAL/VATA LINES ETC. H. REMOVE ALL DEMOLISHED MATERIALS OFF SITE IMMEDIATELY. GORE EXISTINGFLOOR FOR NEW SALES FLOOR FIXTURE,AS REQUIRED. REFER TO Fl-31 SHEET A-1.1 AND F-I.I FOR MORE INFORMATION AND EXACT LOCATION OF FIXTURE. I. PERFORM DEMOLITION IN ACCORDANCE NTH MALL AND CITY AUTHORITIES. REMOVE EXISTING UTILITIES INCLUDING PL.UMBIN&FIXTURES,DRINKIN6 FOUNTAIN,HOT J. ALL DEMOLITION PERFORMED IN E:XGE%OF THAT REG11RED 15 TO BE REPAIRED 0 1`$ WATER TAH ELECTRICAL PANEL,TELEPHONEIALARM,ELECTRICAL SWITGH6EAR,FIRE WITHOUT C05T TO THE OMER. c PANEL,ETC. PROPERLY CAP AND REMOVE AS REQUIRED BY STANDARD bi GONSTTRUCTION PRACTICES. PREP TO EXTEND IF REARED. K. PHASE DEMOLITION AS TO EXCESSIVE NOISE,VIBRATION AND/OR FUMES 50 A5 NOT TO DISRUPT ADJACENT TENANTS. ANY DEMOLITION DEEMED EXCESSIVE BY THE T6.C,.TO VERIFY EXISTENCE AND LOCATION OF GLEAN-OUT AND NOTIFY ARCHITECT OF LANDLORD 15 TO TAKE PLACE AFTER CENTER CL051N6 OR A5 ARRAN6ED BY CENTER FINDIN66. MANA6EMENT. T DE:XI5TIN6 CEILING,LIGHTING,MECHANICAL,ETC.AND ALL RELATED E�lI11PME NT L. 6.C,.TO PATCH AND REPAIR ANY DAMAGE TO EXISTING FIRE PROOFING ON WALLS, ( N 16 IWAIVIN6 HANGERS IN EXISTIN6 CEILING TO E3E REMOVED. GOLIMN5,FLOORS,BEAMS,JOISTS,ETC. 6.C,.TO MATCH ANY NEW FIREPROOFIN6 (� t.1 6.C,.TO OPEN EXISTING WALL TO ADD BOX POST CONSTRUCTION. 6.C,. TO REPAIR NEEDED WITH EXISTING. cn WAIL LIKE NEW FOR FINAL PAINT FINISH. REFER TO SHEET 54 FOR MORE M. 6.C,.TO REMOVE ALL ABANDONED PIPING AND CONDUITS ABOVE AND BELOW FLOOR • 0) INFORMATION. SLAB AND PATCH FLOOR 5LA13 OPENIN65 AS REQUIRED. Tz N. 6.C,.TO GLEAN ALL.DRAIN LINES. I_,_I 0 0. BARRIGADE AS INDICATED 15 TO BE CONSTRUCTED 13Y TENANT'S 6.C,. Q7 -3 D z 0 (,/7 T n C) T z 0 <-- ADJACENT TENANT CD 3�: clf z C �_ - - - - ----------------- - ------------------- -- ------------------- %- - - - - - - - ---- - - - - - - - - - - - - Qo It Q 3 12 13 14 15 lhE ;. T W T ��� I I i I1 2 , T r `� COR L,IND i �f i i 3 12 t3 t4 15 16 3 12 13 14 15 16 I1 L) ARLINGTON, TEXAS � Ej- A -t 9 I A A ..... .... 11 J 1 . Ir _� 9 M 9 REVISIONS F : _ 2 2 2 2 _ z jw j � � 2 M � � � Iw t � V Ll 2 wwww wwsww-wwwwwwwww www ww w-wwswwswwww... Lw_J �,. ."Jr w w w w w w w w w w w w..w w w--www ��.� � � � � L,�s wwwww wwwwwwwww ww www .��.�,J L tt i 2 2 1 2 2 Z 1 2 2 2 I I � SHEET NAME 11 11 I I DEMO 1 t1 fI�I PLAN <-- MALL CONCOURSE SHEET NUMBER -- `� -H DEMO PLAN Dml 0 1 SCALE: 1/2' S 11-/1111 IV NORTH08 OF 20 FIXTURE PLAN KEY NOTES: FI AND EGRESS GENERAL NOTES: MILLWORK COUNTERTOP BY 15L. DATE:04/25/2016 FIRE SAFETY PLAN SEE FIXTURE ORMN66 FOR DETAILS. TENANTS 19XTLW GONTRArTOR, 2] BACK OF HOUSE FIXTURE AND EGUIR-BIT (NoTm By FG IN THE wTr:s)SHALL Rm#5H AND msmi ALL SALES RooR JOB NO:1-216-061 IN CASE OF FIRE LEGEND: MILLWORK AS HELL AS INSTALL OWNER PROVIDED ITEMS(04AIR5 AND 1. LEAVE FIRE AREA IMMEDIATELY AND CLOSE DOORS. ® FIRE EXIT 3 am SINK. TABLEW.ALL BOH FIXTURES TO 13E PROVIDED AND IN5TAUM BY 6ENER& DRAWN:STAFF 2. CALL FIRE DEPARTMENT. DIAL 911 loolo.. ' lo. CHECKED:CM 3. OPERATE NEAREST FIRE ALARM PULL STATION, FIRE FE'l ATUI;ZE WALL AND ALL COMPONENTS IN 2XINC7 TV LEAVE THE BUILDING VIA NEAREST EXIT. 6YP5UM WALLBOARD. F4 SCREENS AND SEN51TILE PANELS IN5TALLM BY FG, B. 6L.TO PROVIDE AND INSTALL FRT.BLOCKING AT ALL LOCATIONS FOR ALL EXTINGUISHER AND SLIPPLIR?BY OWNERS VENDOR. REI TO PERIWTER FIXTURE5,WOKS,LI6NTINr7 ETC. ALL BLOCKING TO 13E DO NOT USE ELEVATORS IX FRT.HOOP BLOCKING SURFACE MOUNTED. INTERIOR ELEVATIONS FOR MORE INFORMATION. CONGEALED COORDINATE W SHOP DRAWINSS FROM FIXTURE CONTRA'TORS 4 LI&MN&CUT fflffi'15. BLOCKING TO 13E FIRE-RATED. 1. IF SMOKE IS HEAVY IN YOUR AREA USE ANOTHER YOU ARE HERE SURFACE MTV HAL.STANDARD CAPITOL FRAIIV DEGMATIVE ARTWORK SEE 5HEET5 A-3.1 SMOKE-FREE ROUTE TO LOCATE A FIRE EXIT. 200OG V 5LOTTIN6 21 ING14E5 ON CENTER AND A-3.2. G. 6L.TO PROVIDE ELECTRIGAL POWEIZ AND FINAL HOOK-UP5 FOR ALL STORE 2. IF UNABLE TO LEAVE, STAY IN OFFICE,TAPE OR REEVE STORE EGUIPMENT-100-X WALL m FIXTURES WCH CONTAIN ELECTRICAL ELEMENTWLI&ITIN6. &C.To INSULATE DOOR CRACKS TO STOP SMOKE,USE STANDARD X IN 063Z IDENTIFIES LENGTH Rip TELEPHONE FOR HELP. > PRIMARY EXIT E6FT55 PA - COORDINATE W SHOP DRAWINGS TO 13E PROVIDED BY F.G. THE FIXTURE OF WALL STANDARD. CONTRACTOR 15 RE5PON51BLE FOR THE Ul.LISTING OF ALL FIXTURES SALES FLOOR CONSLILT TABLE Ft I BY FG.CHAIRS REQUIRING ELECTRICAL. REI TO FIXTURE AND ELECTRICAL DRAWIN675 FOR CAUTION PROVIDED BY OWNER NO INSTALLED FC. DETAILS. C 0 R T L A N 0 PA 15Y FG THE��:) T FIXTURES IiiRATIVE ARTWORK SEE SWET5 A-3.1 FRMW DECO c vm 1. PROCEED TO NEAREST FIRE EXIT PREPARE TO SALE5 FLOOR DISPLAY CA5F5 AND ADA CONSULT D. &.C.TO PROVIDE ALL FINI%MTERIAL SAMPLES FOR FINAL APPROVAL M 0 R G A N EVACUATE. DESK Ft I BY FG. A R C H I T E C T 2. FOLLOW FIRE WARDEN'S EVACUATION SURFACE STANDARD QYP. 5D. DETAIL 4 E. &L.TO INSTALL STANDARD WALL UNIT SET-UPS(SHELVING AM BRAICKETS) INSTRUCTION OR PUBLIC ADDRESS SYSTEM OV ANNOUNCEMENTS. SCALE: 6' V-0' 1'5 SAFE PPROVIPM ANOD INSTALLED BY TENANT. BASED ON WALL BAY TYPICAL SET-UP TYPE SHOWN ON ELEVATION. REFER • TO ELEVATIONS AND DETAILS OF MERC"VINNS SYSTEMS IN SHOP 11-01 FULL HE1614T CABINET BY MILLWORK CONTRACTOR. MMN65. 711 N. FIELDER RD. FSURFACE MOUNTED WALL STANDARDS AND 9fLNANr7 F ALL OWNERS SUPPLIED MATERIALS,HUMM AND FIXTURES SHALL BE ARUNGTON, TX 76012 1-1 1 BY TENANTS 6L. REAR TO DETAIL#1 ON THIS SHEET. I;MGEIVM STORED,A56EM%M NO IN5TAUM BY 6L UON. 6L.SHALLPH: (817) 635-5696 COORDINATE ABOVE ITEMS WITH ARGMTECTURAL_VRAWIN66,910P DRAWINGS FAX: (817) 635-5699 -[ AND TENANT'S FIELD REP.12] 1/48 MIRROR FROM TOP OF WALL BASE TO CEILINE, ABOVE ON ALL COL"BUILD-OUT SIDES. .......... 6. F.C.SHALL INSTALL FLOOR FiXTURE5 PER OF INATEEfFINIAL) FLOOR FIXTURE PLACD4ENT WITH TENANT REP AND LOCAL CODES. 156RE55 A\ PATH MUST 13E MAINTAINED. Ile'll 11, I OF :� ' 1 11,11100 j lif'' ii-ii A H. AROUND R-OM FIXTURES AND 44'AT PERIMETERft0OIZ FIXTURES DURING FINAL INSTALL COORDINATE EXACT FIXTURES AND LOCATIONS WITH A\ TENANTS FIELD REP. OL 6L. IS RE5PON51Bl.E FOR PRO'VIDIN6 AND INSTALLING ALL BOH FIXTtARES. D LA KALL MMTEDSTANDARDS NOTE-5: < TENANTS 6ENERAL CONTRACTOR 15 TO SUPPLY AND INSTALL SURFACE MOUNTED STANDARDS. TENANTS 6ENERAL CONTRACTOR 15 TO V) DOC*ENT TO CON5TFW71ON MANA6EIZ WITHIN ONE WEEK OF CONTRACT AWARDING PURCHASE ORDERS AND DATE OF DELIVERY 0 OF ALL COMPONENTS TROVIDW BY 6ENERAL.CONIRACTOW. 17 WAGE MTD STANDARD LLJ 0 < WAGE MOUNTED STANDARDS ARE TO 13E CAPITOL#20006 OR 'D REM STORE EGAAM34T-100-X WALL STANDARD(X IN N*lBER z IDENTIFIES LENGTH OF WALL STANDARD) AND ARE TO BE 36',4bo,OR 60,LONG PER ELEVATION AND MOUNTED AS INDICATED. E V) V) Z < I 0 <-- ADJACENT TENANT mm> o 3�: V) 0 n 2'-0" 10 2-0 5A54 6 2'-0"// V V) -—-—-—-— -— -—-—-— -— -—-— -—- —-—- - --— - -- --4----- --—- —- —-—- - -- -— -— -— -—-—-— -—-—-—-—-—--- - ^-' -—-—-—-—-—-—-—-—-—-—-—-—-- 0 5 ......... 13 E ........... FEATURE WALL 4 MONITORS 11 j % F% DA A y dZi z A HEIGHT 2 3 LLI w 1�0 DI 110 i CONSUL SPLAY 46i 1% co) r2 V %I E A\ 4"NN EDISPLAY 40, 0 CORTLAND MOR N 31-01/4 411* z 0 cA ARLINGTON,TEXAS V^ 12 FLOOR rp A\ ♦ BAR HEIGHT r— — — — — — - Rpm 4w* 1��OF N j ZVI ► ADA 00 CONSULT ...... ...... ........... ... ............... ........ HEIGHT ....................... ............... .... ....... .......... ....... ... .. ...................... ....... ... .................. ............♦.... .............................. ....... ........... ...... ........ ....... ............ .... ...... ............. j El11r HEIGHT v 40 CONSULT REVISIONS 00 11-08 2'-Om 2'-0" 2'-Ol 12 ♦ KATION K-E G Cd. k� rb 4 31b' TRY-ON V L — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — FIXTURE .................. _171 - - - ------------------------------------- <-- MALL CONCOURSE SHEET NAME EGRESS AND FIXTURE FLOOR PLAN EGRESS AND FIXTURE FLOOR PLAN 4:,ALE0 : 1/2" a 1'-0" SHEET NUMBER NORTH Fml ol 09 OF 20 ARGHITEOTURAL KEY NOTE5: ARLHITECTURAL GENERAL NOTE-5 CTYP�: ARCHITECTURAL WALL TYPE LECS I A. TENANT CONTRACTOR SHALL FIELD VERIFY ALL EXISTING CONDITIONS PRIOR TO EA57IN6 DEMISING WALL: EXISTING DEMISING WAIL DATE:04/25/2016 a LEASE LINE.6.6.TO VERIFY IN FIELD. START OF ANY CONSTRUCTION/FABFJCA110N �, "PARTITION5,6WIN6 GONISTRUGTI4N TO REMAIN tM.ESS OTHERWISE NOTED. TENANT LEASE AREA DEFINED BY EXTEWOR JOB N0:1-21b-0b'I 21 EXISTING STRUCTURAL COL"TO REMAIN. B. DO NOT SCALE THESE ORAWINI65. USE WRITTEN DIMI3d510N15 ONLY. FOR DIMENSIONS SYSTEM AND OPE HOUR NOT%I"ON THIS PLAN,REFER TO ENLAR6ED PLAN OR DETAIL INDICATED. SEPARATION OF METAL STUD AND FIRE RATED 6YP5t1M DRAWN:STAFF P-1 OVERHEAD ENTRY ROLLING GRILLE AND STEEL TUBE SUPPORTS. REFER TO A-0.6 SUBMIT TO ARCHITECT ANY DISCREPANCIES FOR CLARIFICATION. BOARD. AND A-4.1 FOR MORE INFORMATION. CHECKED:CM FG. DIMENSIONS ARE TO FINISHED FACE OF WALLS,UN..E55 OTHERWISE NOTED. NON-RATED PARTITION: 3-518'METAL SND FRAMING 4 LINE OF STOREFRONT GEILINE6 SOFFIT ABOVE AT II'-0Om A.F.F. REFS TO SHEETS A-4.1 � 5/8'GYP.BD.,6'ABOVE ADJACENT GEfLIN16 ON PL -A-43 FOR MORE INFORMATION. D. 6L.TO COORDINATE AND PROVIDE NEPAL ATE,FIRE RETARDANT TREATED �/ EXPOSED SIDES OF STUDS. WATER RESISTANT 6YP. PLYWOOD OR F.R.T.SOLID WOOD IN-WAIL BLOCKING FOR ALL WALL-ATTACAIIED BD.WORE APPLICABLE. TENANTS 6L. 15 RESPONSIBLE FOR PROVIDIN6 AND IN5TALLIN6 ALL REGUNRED FRT. C-QUIPME NT,MERCHANDISING SYSTEMS,FURNISHIN65,516NA6E,L16 MNG,ETC.,UDR F5-1 BLOCKING THRCX161-1 OUT THE STORE. 6.C.TO COORDINATE WITH THE MILLWORK NONRATED PARTITION: 3518'METAL STUD FRAMIN6,518' PACKAGE FOR REGUIRED F.R.T.BLOGKIN6 PLACEMENT. E. 6L.TO INSTALL ALL REWIRED IN40U BLOCKING PRS TO APPLYING WALL 6YP.BD.,b'ABOVE ADJACENT GEILIN6 ON BOH SIDE OF PROVIDE WORK LED6E AND SHELVINC7 IN THE _ FIN15FE8. � STUDS. 3/4'FRT PLYWOOD ON SALFASTORE FRONT SIDE OF HBO TS AREATTHESE AREAS ALSO INSTALL GL.UDE THE SURFACE MO ED STANDARVS F. TAPE,SPACKLE t SAND ALL GYP.BD.WALL FACES AS REQUIRED TO ACCEPT PAINT W�518'GYP. OF S ABOVE TERAD4RE5T GEIT 6 ON EXPOSED SIDES OF STUDS. WATER RESISTANT GYP.W. F� TENANTS 6.0.TO iNIGLUDE ALL REQUIRED FLOOR PREPARATION FOR NEWFINESHES FINISH. WERE APPLICABLE. C 0 R T L A N D T4HRZUEaH1 OUT STORE.C0N5IDER THE TIME OF DAY AND MALL HOURS AS NOT TO 6. ALL WOOD IN CONTACT NTH GONGREM OR CONCRETE BLOCK TD BE PRE55URE M 0 R G A N DISRUPT ADJACENT TENANTS TO AGGOMPI-ISH SCOPE. TREATED. /'� NON-RATED P METAL STUD FRAMING,114' p� MIRROR FROM TOP DF HALL BASE TO 681-116 ABOVE A R C H I T E C T SALES FLOOR TV SCREEN FEAnA;ZE WALL BY 6L. REFER TO INtTEIRJOR ELEVAT ION5 H. ATTACHMENTS TO EXISTING RATED WALL-5 MUST Na VIOLATE THE RATING OF THOSE OVER 3/4'FRT.PLYWOOD ON EXPOSE?SIDES OF STUDSFs� . FOR MORE INFORMATION. WALLS. OWNERS 6L.TO MAKE ANY t ALL RE FAJR5 W55ARY TO MAINTAJN WHITE METAL 13M-1"WRAP ON ENTRY BUILD-Oltf BY TENANTS 6L. REFERhU�L1.5'RATINGS. 711 N. FIELDER RD. 9R TO ARLINGTON, TX 76012 ON: , STOREFRONT5H1FJ:1'S FOR MORE INFORMATION. 1. FOR HEIGHTS OF INTI=RIf>R WALLS AND WALE.FURR-OUTS,RLR TO REFER TO WALLE NON-RATED PA RATIMETAL SND FRAMINGMETAL. '�H'C�.ADDING OVER 314'FRT PLYYaHO�OD. WHITE TYPES 5HEET A-1.1,REFLECTED GEILIN6 PLAN A-2.1,INTERIOR ELEVATIONS A-3.1 AND PH: (817) 635-5696 Flo] SAID PROVIDED AND ENSTALLE3?BY�. WALL TYPES A-5.1 FAX: (817) 635-5699 NON-RATF31 PA,RT1T10N: 6'METAL.STUD E�tAMUN6,5/8' F1 NEW TFLEPHOI�EIDATA PAA . INSTALLED BY TENANTS 6L. J. ALL WORK SHALL BE IN COMPLIANCE W/THE ADOPTED LOCAL 0,0015,AIA A-210 GYP.Ems.,6'ABOVE ADJACENT ME CEILING F MING,5/ CONDITIONS OF THE GG>r+CfRAGT FOR CONSTRUGTIONI,REt�06N1213a IN TRY 510B OF 5TUD5. WATER RESISTANT 6YP.BD.WERE [12ED NEW ELEGTRIGAL PANEL.BY TENANTS 6L. STANDARDS IN THE AJ;T-A ALL MANI FAGTURE32S RECOMNODAT1ON5 AND ALL OTHER APPLICABLE CODES. ADPL IGA,BIf. F131 FILL IE04T CABINET BY MILLWORK CONTRACTOR K. PROVIDE AC4ES5I5ILITY FOR THE PHYSICALLY HANDIGAJ'P!3?C0NFfJRM11Ni6 TO THE 14 BOX POST,REFER TO STRUCTURAL SHEET 5-1 FOR MORE INFORMATION. WRAPPED IN AMERICANS NTH DISABILITIES ACT(ADA). BRUSHED A LIH.FINISH TO MATCH STORLfRONT 6LAZIN6 BASENAD. FIN15H OVER I� 3/4"F.RT.PLYWOOD. L. ALL 6LAZED ITEMS TO BE SAFETY 6LASS. ALL EXPOSED EDGES K1ST BE 6ROUND t � r/ 15 NEN STOREFRONT 6WIN6 SYSTEM. 1/2"AND 3/4'6LA55.REFER TO SHEETS POLISHED.TS A-4.1 - 0 A-45 FOR MORE INFORMATION. M. 6L.TO PROVIDE PAINTABLE CLEAR SILICONE SEALANT AROUND ALL WOOD t Li LAMINATE WALL BASES t DOOR FRAMES AT HARD SURFACE TILE AREAS. ry Fl-e, SILVER METAL 'BM-2" STOREFRONT FINISH OVER F.R.T.PLYWOOD ON EXISTING Li FRAMINGWGU . N. ALL SATTIN6/GORE DRELLIN6 AND PIPE INSTALLATION AND PENETRATIONS 9WL NOT REDUCE THE INTEGRITY AND FIRE RAT1N6 OF BASIC BUILDING ELEMENTS. ALL 1'1 EXISTIN6 DRAIN PIPES TO REMAIN, PENETRATION5 SHALL BE SEALED NTH APPROVED SEALANTS AND FIRE STOPPIN6 MATERIALS A5 TO MAINTAIN THE FIRE RATIN6 OF SURFACE BEING PENEIRATE3D. < N 18 6L. TO OPEN EXISTIN6 WALL TO ADD BOX P05T CON5TRUGTION. 6L.TO REPAIR COORDINATE ALL NTH LANDLORD PRIOR TO COMMENCEMENT OF WORK. Q, � o WALL LIKE NEW FOR FINAL PAINT FINISH. REFER TO SHEET 5-1 FOR MORE V) INFORMATION. 0. IN HARD CEILING AREAS,6L.TO COORDINATE AND PROVIDE IN-CEILING A 6E% (� PANELS AS REQUIRED FOR EXISTIN6 AND NEW VALVES,CONTROLS,AND E0IAPMENT. 0) 19 BOX POST GONSTi�I SSHEETSHEET S-I FOR MOREE INFORMATION.IN GYP. BD.WALL GONLSTRUGT10N1,REFER TO STRUCTURAL REFER TO REFLEGTED GEILIN6 PLAN,SHEET A-2.1. � P. 6L. TO PROVIDE t INSTALL 2AIOB6 FIRE EXTINSUISHER5. R13 TO ARCHITEGTURA L, LLJ O BOX POST,ISR TO STRUCTURAL SHEET 5-1 FOR MORE INFORMATION. MAPPED IN FLOOR PLANS. 20 'BM-I' WHITE METAL FINISH. FINISH OVER 3/4' F.R.T. PLYWOOD. Q, < • 0 _ O d z < z O < <-- ADJACENT TENANT --> I-- -I CD w z C o A 10 13 � rE1 A 1 A = d' cn Qo ------- ----- - ----------- - - --- ---- -- -- --- -- - - ---------- ------------- Iry ' A O� _ 14 Z ' Steamer � '= G 8 18 A CI r Q 11'-0 3/8' 17'-2 3/8' 13'2 fl2' _ I'-2 3/4' ( A Q 112' - - m - - Z W s - i A-32 - 15 ` 4 , a� 3 . 5 '1 A-31 - Z 3 2 1-1�' W 1 �$ 12 A-3a R kms. 2 A-32 FciRT1fi4Rri\I ! Q b 5 _ - 11 1'-2 X14' I'-2;314' S "1 z� I a I ARLINGTON TEXAS - I A G ryD D - A-33 '� 0e 2 �t ., 4 - �F 0 .� 'as 1 J 19 A-3a - REVISIONS I'8 114" 4 D E D 444 118 2 1$ �GLTIFHCATION OV v - - - - - - - - -- - - - - - - - - - - - - '- - - - - - - - - - - - - - E 1 14 9 101 20 © Q © - © a a (� 14 15 2 14 1 15 14 15 E 20 15 14 15 1 14 15 ' A-4a A-33 <-- MALL CONCOURSE --> SHEET NAME ARCHITECTURAL FLOOR PLAN ARC 41TECTURAL FLOOR PLAN SCALE: 1/2" 1'-0" SHEET NUMBER NORTH Aml l 10 OF 20 DECOR GENERAL NOTE5 A. FOR VERTICAL EXTENT/HEIGHTS OF INDICATED WALL FINI%B,REFER DATE: 04/25%2016 TENANT. TO INTERIOR ELEVATIONS ON MEET A-3.1. C 4CWRSE ENTRY JOB N0:1-216-06'i , STOREFRONT BUILD-OUT BEYOND. B. FOR CEILIN6 FIN15hE5,5EE REFLECTED CEILIN6 PLAN SHEET A-2.1 DRAWN:STAFF -- EXISTING LANDLORD CONCOURSE FLOOR C. 5EE MATERIAL FIN15H SPE(If ON SHEET A-0b. CHECKED:CM TILE. TENANT'S G.G. TO PATCH, D. ALL SURFACE MOUNTED BLOCKIN6(IF PRESENT),AND ANY 514IMS OR REPAIR AND ADD NEW AS REQUIRED. 5PAG56 REQUIRED FOR IN5TALLATION OF NEW WALL FIXTURE SYSTEMS, NEW TENANT SALES FLOG TILE ON SHALL BE PAINTED TO MATCH ADJACENT WALL. NO 5U RFACE MOUNTED MASTIC BED ON MEMBRANE, FLOOR STONE BLOGKIN61^ILL 13E ALLOWED ON THE 5ALE5 FLOOR FOR A FLUSH TRANSITION. - SEE DECOR SCHEDULE FOR SPECS. E. THE FIN15H OF ALL ELECTRICAL OUTLET COVER PLATES TO MATCH ADJAGENT WALL SURFAGE5. ALL CEILING MOUNTED EQUIPMENT,LIKE 5PEAKERS,ETC.TO BE FINISHED TO MATCH ADJACENT CEILING FIN15H: vm NEW ON ALIGN WITH FFRONZO TASIDE IOOF STRIP, 5TOREFRONT FINISH: C 0 R T L A N 0 STOREFRONT GLAZING BASE. - SEE M O R G A N DECOR SCHEDULE FOR SPECS. WHITE BRAKE METAL FINISH. BRAKE METAL TO 13E 18 6A., BM-I MIN: 12'-0"LONG SHEET. BRAKE METAL AT STOREFRONT A R C H I T E C T �/ t M / A tt TRANSITION {�y� PUSH THRU S16N TO BE 16 6A.,ONE PIEGE OF SPECIAL 1 EA"IS T INC MALL TILE l SALES F� TILE t RANSITION PANEL DUE TO 512E. METAL PANEL AT STO "P-1".M SIGN,SEAMS ARE NOT ALLOWED: COLOR EQUAL TO '�'-I". SCALE: N.T.S. FOR VISIBLE INFORMATION. ARLINGTON, TX NO ALLOWED. REFER TO% A-0bFIELDER 76012 51LVER BRAKE METAL FINISH. BRAKE METAL TO 13E 16 6A., PH: (817) 635-5696 BM-2 MIN. 12'-0"LONG SHEET. NO VISIBLE FASTENERS ALLOWED. FAX: (817) 635-5699 REFER TO SHEET A-Ob FOR MORE INFORMATION. "~-SALES FLOOR FLOORING "PT-I". VEL N51TION SURFACE RE AS REQUIRED EF L TR R MOM PLAN KEY NOTES SALES E. TO DECOR 5HEET FOR SPECS. FLOOR WALL BEYOND. T PAINT GYP BD.SOFFIT ABOVE,P-1. 6.C.SHALL BE RE5PON51BLE FOR PROVIDING AND IN5TALLIN6 FLOOR V.C.T. ON MASTIC BED. TAPER MIN. D PROTEGTION CAR TENANT FLOOR FOR THE DURATION OF GONSTRUGTION AND OF 36" FROM EDGE OF TRANSITION FOR REMOVAL OF ALL PROTECTION UPON COMPLETION OF PROJECT. 0 WITH CONCRETE TOPPING, 50 Y.C.T. NEW TERRAZZO STRIP TO AL16N WITH 5TOREFRONT 6LAZIN6 BASE. REFER TO r 15 FLUSH WITH TOP OF ANGLE. T TRANSITION DETAIL#1 ON THIS SHEET. W LjLj ICY_ FLOOR-STONE AS REQ'D. 4] NEW METAL TRAN51TION STRIP PER DIMEN510N ON PLAN. RSR TO TRAN51TION DETAIL#2 ON THIS SHEET. METAL TRANSITION STRIP. STOREFRONT BUILD-OUT WRAPPED IN BRUSHED ALUM.FIN15H TO MATCH EXIST'G. CONCRETE SUB-FLOOR. TD STOREFRONT 6LAZIN6 BASEMEAD FINISH. (� T � 2 TYPICAL PORCELAIN TILE/ VCT FLOOR TRANSITION � A-1.2 SCALE: FULL FTCPPCOI Q'� < (� T► Zo cn cn T Q z Q ACT CEILING P_I <-- ADJACENT TENANT --> (D 3�: VCT FLOOR T V) WooD BASE ^ �--- - - - - - - -- - -- -- - - - - - - - - - --- - -- --- - -- - - - --- - - - - - - -- - --- -- -- - - - - - - - -- -- - - - - --- BM-2 I E3 S" d Q I r i ::2 � m 2 S 'j 1 Z W W H- co P-I IIN6 P-1 EILI 0 PT-1 FLOORFLOOR 2 ABOVE t WOOD AT Q Z LOG. ONLY. ARLINGTON, TEXAS I MIRROR - - - - - - - - - 2 Q - - - T OF i ,— BM-2 1 ABOVE. T va REVISIONS AAJ 8M-2 1 BM-1 BM-I / v lit BM-1 © ' ABOVE. --.._ 5 5 5 3 A�12 5 5 5 BM-1 ABOVE BM-2 HM-2 SHEET NAME ABOVE. ABOVE. FLOOR COVERING <-- MALL CONCOURSE AND DECOR PLAN FLOOR COVERING AND DECOR FLAN SCALA: 1/2" = I'-0" SHEET NUMBER NORM'; Aml ■ 2 11 OF 20 FLEGTED CEILINCG FLAN NOS REFLECTED CEILING FLAN GENERAL NOTES: CEILING LEGEND F- LEASELINE. 6G.TO VERIFY IN FIELD. A. 6.C. TO COORDINATE ALL NEGE55ARY CEILIN6 ACCESS PANELS WITH LAYOUT(USE INTEXFCRM5 DATE:04/25/2016 1 I ACCESS PANELS,RADIAL CORNERS, '6RF6'). PROVIDE A <E-'%PANEL LAYOUT TO ARCHITECT Sys AND EN6IN�FOR APPROVAL. JOB N0:1-216-06'i aCONCEALED ENER6ENGY L16W HOU51%TO BE PRE-FIN15HED WITH B. 6.G.TO CLEAN i RE-LAMP ALL INSTALLED LI6HTIN6 FIXTURES PRIOR TO TM OVER AS, PAINT TO MATCH ADJAGENT CEILING COLOR TYP. REQUIRED. 2`-O'x 2`-0'x 5/6'LAY-IN TILE DRAWN:STAFF G. RI3 E TO MEGHANIGAL SHEETS,FOR FIRE PROTEGT10N DIRECTION.ALL FIRE PROTECTION SPRINKLER HEAD5 ARE TO BE PLACED A5 TO NOT INTERFERE 1-160%,WAG AND STORE F31 A-43 FOR MORE INFORMATION CHECKED:GM ILLUMINATED TENANT STOREFROi+CT SIGN. REFER TO SHEETS A-4.1 - FIXTURIN6 COMPONENTS. HATCHED AREA DENOTES WALL WADER 6' 6L.TO COORDINATE WITH MEP DRAWIN65 FOR ALL L16HTIN6 AND D. CEILING G WI 6RID IN BACK OF HOUSE ARE TO BE HUNG #12 HANGER WIRE5(48'06) WITH BELOW LOWEST CEILING HE16HT. F �Y FIXTIJRE-5. ADDITIONAL WIRES AT ALL FOUR C 4R5 OF ALL L16HT FIXTURES,DIFflJ5EZS,ETC. E. ALL 51MENDED C.OhMPONENT5 ARE TO BE SUSPENDED FROM TOP CHORD OF BAR J01575. DO GL C.HST. NOT ATTACH 5U5PENSION ATTA04MENTS FROM DECKING ON CONCRETE DECKIN6 U5EID APPROVED HOT WATER TANK MC�INTFD ABOVE BOH FINISHtD CEILING. U)NGRETE FASTENERS). TYPE CEILING HEIGHT AND PAINT FINISH. (no6.6 TO CONSTRUCT BOH GYP.BD.SOFFIT 6" BELOW FINISHED CEILING. F. 5U5PEVED ACa TIGAL GEILIN6 5Y5TEM 15 TO BE IN COMPLIANCE WITH IBC,AND A5TM G 635 FINISH AND ASTM G 636. c: vm u Fi 6.G.TO PROVIDE AND INSTALL FLUSH GONGEAL.132 IN1T=X FORMS 6. EL.EGTRICAL CONTRACTOR TO MAKE ALL FINAL CONNECTIONS TO CEILING TAG. REFER TO REI=E.�tEld W SHEET x(408-846-W'l)AGGE55 PANS 1N 6YP.W.CEILIN6. GENERAL MILLWORK/FIXTURE5/GA5t�ZAP5 IN FIELD. AND DETAIL FOR MORE INFORMATItNL C 0 R T L A N 0 CONTRACTOR TO PROVIDE APPROPRIATE NUMBER OF PANELS PER H. COORDINATE L16HTIN6 FIXTURE LOCATIONS AND DIFR)5ER LOGATION5 WITH OTIC MECHANICAL APPLICABLE CODES IN 24x24 51ZE AND ARE TO BE LOCATED AND COMPONENTS WITH LI&MN6 BEING THE DE CIDIN6 C*f VNE NT• M 0 R G A N COORDINATED WITH TENANT'5 PROJECT MANA6ER.' FINAL LO(ATlON5 1. CONTRACTOR TO PROVIDE COORDINATION DRAWING FOR ALL TRADE5 INC VIN6 SPRINKLER NOTE: AT STOREFRONT SOFFIT,ONE(1) LAYERTO BE DETERMINED,6.G.TO INCLUDE 5 IN BID. MECHANICAL,ELECTRICAL,FIRE ALARM,SECURITY,ACCESS PANE. a ETC. IN CEILING FOR REFLECT CEILIN6 TYPES A R C H I T E C T 3/4'FRT.PLYWOOD GONTIN)OUS BLOCKING61 METAL STUD.(TYP) S APPROVAL PRIOR TO CONSTRUCTION. UNCOORDINATED CIO DITION5 THAT ARE CONTRARY TO THE DESIGN INTENT ARE THE SOLE RESPON�aIBILITY OF THE CONTRACTOR TO TO BE 5EGIM DIRECTLY TO SUSPENSION NEW IDF CABINET MOUNTED(7'-0•A.FF TO BOTTOM)TO 314" F.R.T. CL6.H6T. 518'GYP.BD.CEILING ON SUSPENSION SYSTEM,BEFORE APPLICATION OF 6YP.EV. 3 518'METAL STUD.(TVP). Fal PLYWOOD DIRECTLY MfCXA�tTE?TO THE WALL. J. IN THE CASE OF 015GREPANGY BETWEEN THE ARGHITE CT5 AND/OR EN61hEER5 DRAININ65,THE TYPE L SYSTEM BY 6.G. REI TO SEGTIC Li 711 N. FIELDER RD. n-5 SALES FLOOR N SC.RFEN FEATURE WALL BELLOW. RE133Z TO 1NTEWOR MORE 5TRIN6ENT,H16HER GUANTITY,OR H16HER QUALITY SHALL PREVAIL. ARCHITECT 15 TO BE PTD. AND DETAILS. ARLINGTON, TX 76012 ADVI5W OF ALL DISCREPANCIES PRIOR TO START OF CONSTRUCTION PH; (817) 635-5696 ATTACHMENT CLIPS A5 REQUIRED. ELEVATIONS FOR MORE INFORMATION. K. ALL DIMENSION5 TO BE COORDINATED IN THE FIELD WITH BLUE NILE AND ARE 51,113.ECT TO TCL6.WIT . 24'x2456/8"ACOUSTICAL CEILING FAX: (817) 635-5699 11/25 COLD ROLLED STEEL.. CONSTRUCTION ABOVE C.EILIN6. REFER TO STRUCTURAL EXI5TIN6 CONDITIONS DIMENSIONS,MARKED AS EQUAL(EQ)APPLY ONLY WITHIN A 6lVEN STRING TILES 5U5PENDEl9 IN GRID. 10 OF DIMENSIONS LH-E55 OTHERWISE MARKED. MAN1F. 48'O.G.MAX.(n'P). SHEET 5-I AND STOREFRONT SECTIONS FOR INFORMATION. L. ELECTRICIAN TO MARK ALL SWITCH,OUTLET,SPEAKER CAMERA AND 5ECMTY LOCATIONS IN WHITE METAL 'BM--I'ON 3/4'F.R.T. FIELD AND WALK THROI)6H WITH BLUE NILE BEFORE INSTALLATION-ALL LOCATIONS ARE GLC.HGT. 1/8' HAT CHANNEL Fill 6G.TO INSTALL FLUSH CONGEALED INTER FOh'J�fS ACCESS PANG IN SUBJECT TO BLUE NILE APPROVAL. �3 PLYWOOD BY TENANTS 6.G. R£�R GYP.W.CEILING FOR 5ENSITILE CONTROLS EXTEN510K 6.6.TO TO STOREFRONT SHEETS FOR MORE I6"O.G.MAX.(IYPa. NOTIFY ARCHITECT 1F PLAGI3�NT OF ACCESS PANE. NEEDS TO BE IN M. ALL CONDUIT TO BE CONGEALED UNlJ=55 OTHERWISE NOTED. LAYOUT FOR ANY EXPOSED BM-I INFORMATION. A A ELECTRICAL CONDUIT TO BE APPROVED BY BLUE NILE IN FIELD PRIOR TO INSTALLATION. K ALL SPRINKLER HEADS TO BE FL W MOUNT WITH COVER PLATE AT ALL FINISHED GEILIN65, F12] REFER TO DETAIL#2 ON SHAT A-5.1 FOR 5EI5N11G GEELIN6 BRACING. GENTERE?ON L16 4T FIXTiRE5 LAYOUT OR CEILING TILES AS,APPLICABLE. O. REFER TO FIN15H FLOOR PLANS FOR FIN15H NOTES. 6.G.TO VERIFY ALL CEILIN6 FIN15HE5 WITH \ / BLUE NILE PRIOR TO CONSTRUCTION. ALL CEILIN6 EI.B�N75 AND DEVICES 0L16HT FIXTURE -- HOU51N65 AND TRIM5,5PEAKER5,SPRINKLER GAPS,GRILLES,DIFFU5ER5,ETC)SHALL BE PAINTED 5/8"6YP.BD.CEILIN6 PRE-FINISHED OR BE PAINTW OR COLORED THE SAME COLOR AS,THE ADJACENT GEILIN6 PAINT. I_i_) CONSTR 'TION. R�TO THIS SHEET FOR ALL PAINTING SHALL 13E COMPLETED OFFSITE. 6.6.TO COORDINATE WITH VEN?OR5 AND EXACT CONSTRUCTION TYPE AND CEILING 5UBCANTRAGTOR5 FOR CORRECT FINISHES AND LONG LEAD ITB . 1-!__I ry REMOVABLE 24'x 24'ACCE55 H1E16HT. ALL E�SIDES TO HAVE Q. ALL VERTICAL ELEMENTS OF SOFFITS TO BE PAINTED TO MATCH ADJACENT COPLANAR WALT. DOOR. LEVEL 5 GYP.BD.FINISH. PAINT. U R SPRAY ALL VISIBLE AREA ABOVE CEILING BLACK. PAINTED 5/8"GYP.BD.ON 33/8" METAL S. 6.6.TO PL.U6 ALL L164T LEAKS IN 015RAY WALL5IFIXTURC-5. N STUD CONSTRUCTION. ALL EXPOSED T. ALL TRIMLE%L16HT5 TO RECEIVE TEARAWAY BEAD. TRIMLE55 L16M TO HAVE SMOOTH, �� N I , SIDES TO HAVE LEVEL 5 6YP.EV.FINISH. GLEAN ED6E5 AND ARE TO BE INSTALLED FLUSH WITH ADJACENT CEILIN6. METAL 5TIV BRAGIN6. U. L16HT GRID TAKES PRECEDENCE WHEN IN5TALLIN6 ALL CEILING ELEMENTS. IF ANY �-- V) V NOTIFY ARCHITECT OF DISCREPANCY. ALLCEILING SPEAKERS • ,..� BD 3' FOR GELLING HEIGHT ABOVE FINISHED CEILIN6. Li..l .' I / X. FIXTURE 5GIFEDUL.E FIXTURE- / ELEMENTS TO ALIGN WITH GRID LAY-IN GEILIN6 CON5TFXTION. REFER SUPPL YAN5TALLATION RESPON5IBILITIE5 AND NOTES ON LOCATIONS. TO THIS SHEET EXACT FOR GON5TRL)GTION Y. WHEN NOT INDICATED OTHERWISE 6.G.TO A55UME GEILIN6 TILES TO BE CENTERED IN ROOM IN 5/8" 6YP. BD.(EYP). I I in TYPE AND CEILING HEI614T. BOTH DIRECTIONS. �" "� 31 PANEL FRAME �--TAPE,SPACKLE t SAND AS,REQUIRED I I REFER TO TH15 SHEET I I FOR CEILING HE16K �•..•- 2'-6' ROU61-1 OPELIIN6 e. TO AGGEPT PAINT FINISH.(TVP) V) V) L z r'2SECTION TIRO C�-I ACCESS PANEL I SECTION AT SALES FLOOR/ SON CEILI� SOFFIT p � \'.�2.1SCALE: NOT TO SCALE cl-HLTCH A-2.1 SCALE: I� = 1'-0' cl-wall header <-- ADJACENT TENANTc) 3�: --> -� ry 11'-0• A F.F. V) O TYPE 2cl- ACT-WHITE - - - - - - - - - -- -- ----- - - - - - - - - - - - - --- -- -- --- - -- - ----- _ --- - - - - - - - - ---- ----- - - -- - - - - - - - - - --- Al W 2-4' • A-2.1 Al W Al WIV r 9 9 A Z ' Al �' 12'-0'A.F.F. ° I LU - - - 5-2 2� m Al Al W ► I TYPE I ' A3 ( co) 11 31-Q 1/8" Al W Al W IAC Z I 0:410 PA-2.1 mm LU 4 ec 1 I I � � � N3'-6' 3'�i 3/4' O 4 5 '1 12 5-4 1/2 3-10 1/2 3-10 I/2 5-4 I/2 ORTCAND s�CRC E 1 E 1 lm 0 L.. - I �ODA5 O jyj 2 2 �' U ARLINGTON,TEXAS • % FIR J] A4 0o A4 000o A4 � O d Al Al I 3,-0. 3, , 4 1 12 Q�0 .. .. r' _. - - - _ _ _ - - - - - I 4 y - - , .. A l W _ 4 6'-0' 14'-0 118• 6'-0" 1'-0' m Y-6 3/4' REVISIONS I-2 7/8 EX1 10 ; ®CL/ ZIFIGATION9/2 /P� 016 1 Al 4 Al 4 Al 4 Al y % A - - - - - - - - - - - - - - - - - - � 1 Al 1 3'--3 314' N �- - ----- - - - - - - - - - - - CENTER LINE OF IP-0'l A.F.F. ENTRY 11'-0'AFF. 10 1 TYPE 10 3 TYPE 3 10 10 1 10 PT-I BM-I <-- MALL CONCOURSE SHEET NAME REFLECTED CEILING PLAN REFLECTED CEILING PLAN SCALE: 1/2" = 1'-0" SHEET NUMBER NORTH A=201 12 OF 20 DATE: 04/25/2016 JOB NO: 1-216-061 DRAWN:STAFF CHECKED: rM AL16K 5/8"PAINTED 6YP BOARD . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 STOREFRONT SOFFIT. 2 1/2" x 4'6LAZIN5 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �"' P-i HEAD,FINISH TO 13E . . . . . . . . C O R T L A N D M&M ALUM.,TYP. . . . . . . . . I-I'WHITE METAL • • • • • • STOREFRONT ENTRY SOFFIT. . M 0 R G A N . . . . . . . 21/2 x 4 6LAZIN6 A R C H IT E C T HEAD,FINISH TO 13E . . . . . . OF" TO KALI BRUSHED ALUM.,TYP. . . . . . . . . . GON OJRc 711 N. FIELDER RD. ARLINGTON, TX 76012 13/4 CLEAR . . . . . . 'BM-I'WHITE METAL 1/2"CLEAR LAMINATED 6LA55. PH: (817) 635-5696 LAMINATED 6LA-%. STOREFRONT FAX: (817) 635-5699 .','.'.'•','.'.' BUILD-OUT. "BM-1'WHITE METAL SEAM.---- . . . . . . . . . . 'BM-I' WHITE STOREFRONT BUILD-OUT Q . . . . . . . '. METAL SEAM. •. . BEYOND,FINISH TO BE n . GLADDED BRUSHED ALUM. Q 2 TO MATCH STOREFRONT BASE AND HEAD. "+I'WHITE METAL . . . . . . . . STOREf BUILD-OUT. STOREFRONT BUILD-OUT BEYOND,FINISH TO BE 0 . , . .'. • . . GLADDER BRUSHED ALUM. m ENTRY ROLLING 6RILLE. TO MATCH STOREFRONT LLJ ui BASE AND HEAD. Lt_I 2 I x 6"GLAZING . .'.'.'.'.'.'.' '131-11 WHITE BASFFINISH TO IN METAL SEAM.---- BASE, B�ALUM.,TYP. . . . . . . . '131-1'WHITE 2 I/2'x 6"GLAZING METAL SEAM. BASE,FINISH TO) BRUSHED ALLK TYP. s � ., z O) 5TOREFRONT BUILD-OUT,FIN15H TO BE 5TOREFRONT BUILD-OUT,FINISH TO BE 5TOREFRONT MLD-OUT,FIN15H TO BE STOREFRONT BUILD-OUT,FINISH TO BE _— Ljj 0 GLADDED BRU5HED ALUM.TO MATCH GLADDER BRUSHED ALUM.TO MATCH GLADDED BRUSHED ALUM.TO MATCH GLADDED BRUSHED ALUM.TO MATCH STOREFRONT BASE AND HEAD. STOREFRONT BASE AND HEAD. STOREFRONT BASE AND HEAD. STOREFRONT BASE AND HEAD. CK I® 1 INTERIOR ELEVATION z q-3,} SCALE: I/4' - V-0' -- z 0 Q ( I`— cy— ® C/-) 0 "BM-2'H 41TE BREAK _ I-qt a_ METAL STOREFRONT. ISO 'BM-10 H41TE BREAK < METAL STOREFRONT. NOTE: MURAL IMA6E,SIZE,ETC.PER TENANT. ANN6LED WALL. NOT TRUE LENGTH. RL META R TO MURAL MANUFACTURERS IN5TRUGTION5 METAL STOREFRONT. WHITE BREAK ---- ON PAINTIN6 AND PAINTING FINISH. M P-1 2 I/2' x 4"61AZIN6 --FULL HEIGGABINEf BY HEAD,FINISH TO BE P-IHT b % WALL \ / ' r / MIL1J1ORK CONIRAGTOR ALUM.,TYP. 2 I/2'x 4'6LAZIN6 \\ / z sEQ. EQ HEAD,FINISH TO BE / . � BRUSHED ALUM.,TYP. \\ / STOREFRONT EVILv-OUT r� REFER TO DETAIL#4 \ / BEYOND,FINISH TO BE Gi�RTLt?' ON THIS SWEET FOR P-1 GLADDED BRUSHED ALUM. WALL TREATMENT. / WALL TO MATCH STOREFRONT � \ BASE AND HEAD. ARLIKiON TEXAS I/2'CLEAR LAMINATED 4 GL 3/4"CLEAR LAMINATED ASS. r' ova j 5TOREFRONT BUILD-OUT BEYOND,FIN15H TO BE \ GLADDI=D BRUSHED ALUM. - STOREFRONT BUILD-OUT P-1 Q TO MATGH STOREi-�lT Q REVISIONS BEYOND,FINISH TO BE BASE Ate?HEAD. GLAD)�fl ALUM. TO MATCH STORff RONT \ / BASE AND HEAD. \ / \ / s x z 2 1/2" x 6' 6LAZIN6 / \\ I •x • BASE,FINISH TO 2 /2 6 6LAZIN6 BRUSHED ALUM.,TYP. / \ BASE,FINISH TO 13E ' \ BRU.�ALUM.,TYP. / SHEET NAME OPTIONAL FULL WALL. MURAL. I^IOO[7 WOOD �„ I NTE RIO R BASE BASE BASF ELEVATIONS 4 INFERIOR ELEVATION 3 INS' : IOR ELEVATION 2 INFERIOR ELEVATION q-3,} SCALE: I/4' = V-0" -- q-3,1 SCALE: 1l4' = I'-0' -- q-3,1 SCALE: i/4' = t'-Or -_ SHEET NUMBER Am3m 1 13 OF 20 DATE:04/25/2016 JOB NO:1-216-061 DRAWN:STAFF CHECKED:CM 1 A-5.1 4'-10' 6'-6 I/6" 4'-IO' SENSITTLE PANEL.FOR MORE INFORMATION,SEE MATERIALS AND DETAIL SHEETS. P-1 vm ....... ............... WALL WALL WALL C 0 R T L A N D 5'-4' 3'-III/4" 31-11114' S'-4' M 0 R 6 A N A R C H I T E C T I I P-1 FRAME 5EN51TILE PANELS WITH SENSITIZE PANELS WITH SENSITIZE PANELS FRAMDWALL 711 N. FIELDER RD. DECORATIVE L16HT5 ON TOP AND BOTTOM. L16HT5 ON TOP AND BOTTOM. WITH LI6HT5 ON DECORATIVE ARTWORK. TOP AND BOTTOM. ARTWORK. ARLINGTON, TX 76012 3/4'CLEAR LAMINATED 6LA%. PH: ($17) 635-5696 FAX: (817) 635-5699 TV MONITORS ON Ln 4 WALL. SEE EQUIPMENTLIST ,n MONITOR MONITOR MONITOR MONITOR FOR MORE INFORMATION. EQ. EQ. ■ � r � r --STOREFRONT FISH TO BE 4-0 1/2 4-0 IJ2 4-0 I/2 2-0 GLADDED EIRI&W ALUM. DISPLAY FIXTURE. TO MATCH STOREFRONT LLJ BASE AND HEAD. ry 5EN51TILE PANEL5 WITH 5EN51TILE PANELS WITH 5EN51TILE PANELS _ L16HT5 ON TOP AND BOTTOM. LI6HT5 ON TOP AND BOTTOM. WITH L16HT5 ON W Q TOP AND BOTTOM. 4 �. m=6G) WOOD MILLWORK BELOW FOR SENSITIZE ' 5ENSITILE PANEL. W00D LLL O BASE CONTROLS AND POWER INFORMATION,SEE MATERIALS ONBAS ADA HE16HT CONSULTANT DESK. AND DETAIL SHEETS. �- E"'- • 1 INFERIOR ELEVATION D Z O �3. SCALE: I/4" = I'-0' < Z O < I"_ 1 17- 0 ry 7 V) O n c/) �O NEW IDF GA13INET"MOUNTED(1'-0'A.FF TO BOTTOM)TO 4x6-3/4'F.R.T. PLYWOOD DIRECTLY MOUNTED TO THE WALL.� 5URFAGE MOUNTED NEW IDF CABINET. SURFACE MOUNTED STANDARDS ARE TO STANDARD5 ARE TO BE BE CAPITOL#200OG OR REEVE STORE CAPITOL#2000C OR REEVE EQUIPMENT-100-X WALL STANDARD(X SURFACE MOUNTED STANDARDS ARE TO BE STORE EQUIPMENT-100-X - - - IN NUMBER IDENTIFIE5 LE4GTH OF WALL (- - - - - CAPITOL#2000G OR REEVE STORE EGIUIPME14T P-I =f00-X WAIL STANDARD(X IN N IvM WALL STANDARD(X IN I I STANDARD) AND ARE TO BE 36',46", I I 14' WIDE LAMINATED `� NUMBER IDENTIFIES LENGTH IDF CABINET OR 60' LONG PER ELEVATION AND WALL IDF CABINET IDENTIFIES LENGTH OF WALL STANDARD)AND @F CABINET WHITE SHE.VES. OF WALL STANDARD)AND I {BACKGROUND} MOUNTED AS INDICATED. {BACKGROUND} ARE TO BE 36",46',OR 60'LONG PER CNJ�- uz;;4 ARE TO BE 36 46',OR 60' ELEVATION AND MOUNTED AS INDICATED.LONG PER ELEVATION AND 3 ROWS- IX4 BLOCKING NfB^I fDF CABINET. CORTLAND IUGR2 ROWS- IX4_ _�To THE DEMISING NEW BATA PANEL. INSTALLEDBL THE OHS SECURED ARLINGTON,TEXAS MOUNTED AS INDICATED. 14'WIDE LAMINATED m I MATCH ADJACENT WALL. PAINT BLOCKINC7-------------------- POWER POWER WILL BE ORGANIZED DO THAT THE WALL PAINT 1++�41TE SHELVES. ( I I ( 4 OF GABIBINHET WILL SIT FLUSH AGAINST m TO�F�ITGFI ���� i I I THE WALL I'-2' -Ito 3 ROWS- IX4 BL OC.KING L — — — - - SEGURED TO THE DEMISING WALL. PAINT BLOGKING TO FULL HE1614T CABINET BY 4 4 MATCH ADJACENT MILLWORK GONIRACTOR. 3 ROWS- IX4 BLOCKING TO THE DEMISING WALL. PAINT BLOGKIN6 TO MATCH ADJACENT WALL. ,,qq REVISIONS Q P-I Q GOUrITERTOP BY MILLWORK 4 &� 1F091m16 3'�6RC)MhETS WITH - 14' WIDE LAMINATED CONTRACTOR COVER,6'FROM BACK Wf41TE 5f VES. � E?6E OF WORK SURFACE. m 3'�GROMMETS WITH COVER,b' 3'6+6ROMMt'TS WITH AVER 6' VERIFY LOCATION AND 1/Z ip FROM BACK E06E OF WORK FROM BACK E06E OF WORK 4 i'-01/4' 2-0 QUANTITY WITH ARCHITECT. -' SURFACE. VERIFY LOCATION SURFACE. VERIFY LOCATION ! STOP 4 GOIMTERTOP BY MILLWORK IX4 F.R.T.B1.OGKIN6 AND QUANTITY NTH ARCHITECT. AND QUANTITY WITH ARCHITECT. FORESROUND)• '" �. CONTRACTOR 5EGURE?TO THE WALL FOR © © SAFE IX4 F.R.T.BLOCKING 5EGURED TO COUNTERTOP 5UPPORT. 4"H16H BACK SPLASH BY THE WALL FOR CAOUNTERTOP PAINT BLOCKING TO MATCH MILLWORK CONTRACTOR IX4 FRT.BLOGKIN6 SECURED TO SUPPORT. PAINT BLOGKING TO ADJACENT WALL. THE WALL FOR GdJ1 TERTOP MATCH ADJACENT WALL. P-I 4 v SUPPORT. PAINT BLOCKING TO o WALL o ty av MATCH ADJACENT WALT.. 3/41 DIVIDER PANELS AS 5UP1:1ORT � Ty 3/4'DIVIDER PANELS AS 5UPPORT FINS,LAMINATED TO MATCH ON FINS,LAMINATED TO MATCH ON EX1''0°�ED SIDES. GONFI6URATION SHEET NAME TO BE DETERMINED BY 6G. �* E*65E?51DE8. CONFIGURATION w0� W000 TO BE DETERMINED BY G.G. wooD INTERIOR BASE BASE BA5E ELEVATIONS r4"s\ BACK OF MOUSE ELEVATION 3 SACK OF HOUSE ELEVATION 2 HACK OF HOUSE ELEVATION A-3.2 SCALE: 1/4' = I'-0' -- A-3.2 SCALE: 1/4' = 1'-0' -- \A-3.2/ SLE: 1/4' - 1'-0' __ SHEET NUMBER Am302 14 OF 20 DATE:04/25/2016 EXISTING LANDLORD .......... ......... ... .. . .........................................__... . .......... .. ................ .. ... ... ......... .......... . ...... ......... ......... ......... . ........ . ...._.... _. ........_. ......................... .......... . ... ............................... ........ ... ..... ._....... ......... ......... ...................... .............................. ................. ....... ............ .......... .. ........ ............................. ...................................... >.. DECK AND STRUCTURE.-�""� JOB N0:1-216-06'1 ... ............... fDRAWN:STAFF .;:'. E. � CHECKED:CM EXISTING LANDLORD I 1 DECK AND STRUCTURE. ._ r:.....:,r... 1 f° REFER TO SHEETS A-4.1 I -A-45 AND 51 FOR STOREFRONT FRAMING. } 1 5EI5MIG CEILING C 0 R T L A N 0 EIRAGIN6. Rem M O R G A N ik TO DETAIL#2 ON 1 A-5.1 FOR MORE A R C H I T E C T IwORMATIOK _ 711 N FIELDER RD ARLINGTON, TX 76012 21/2'x 4' 6LAZIN6 ........ - HEAD,FINISH TO BE i FAX i 635 5699 PH: (817) 635 5696 BRUSH?ALUM 7YP. IBM-I'WHITE METAL {8 7} - r - y I STOREFRONT ENTRY SOFFIT. I Of CABINET ( (BACKGROUND) i, I F I I EXI5TIN6 WALL ( ; TO REMAIN. o 3/4" CLEAR. LAMINATED 6LA55. I I WHITE METAL I l,_ ry EXISTING Q STOREFRONT 1_ — — DEMISING WALL BUILD-OUT. 3, � : AND LEASELINE. W £ ?I OPEN 10 MALL 4 Ld LEA- !BM-11 i Pi s �--•� N 'BM-I' MITE METAL 1 1 STOREFRONT BUILD-OUT. 4 c ENTRY ROLLING GRILLE. L 1 r� d I I I � 2 1/21 x b 6LAZIN6 I BASE,FINISH TO BE 1 ' BRIUG. W ALUM.,TYP. SIN MIRROR ABOVE WALL MIRROR ABOVE WALL ��2 I/2'x b'6LAZI% BASE TO GEILIN6. BA5E TO GEILIN6. BASE,FINISH TO BE 1 STORE CROSS SECTION BRUSFW ALUM.,TYP. F A-1.1 SCALE: 1/4' = V-0' -- I/2'GLEAR LAMINATED 6LAS5. cr- U' .... ..... _ c a EXISTING LANDLORD �. DECK AND STRUCTURE. IQO Q SEI5MIG GEILIN6 I BRAGIN6. REFER TO DETAIL#2 ON A-5.1 FOR MORE INFORMATION. EXISTING LANDLORD REFER TO SHEETS A-4.1 t DECK AND STRUCTURE. -A-45 AND 51 FOR I STOREFRONT FRAMIN6. I I I i I 2 1/2'x 4"6LAZIN6 HEAD,FINISH TO BE \ / - BR15I1ED ALUM.,M. \ / IEXISTING DEMISING REVISIONS WALL AND LEA5ELINIE. @912 CL IFIGATION @16 \ I ; I/2"GLEAR / \ LAMINATED 6LA%. / \ I \ I4 1 N I LEA5ELINE. \\ / \ / 1 I (< / \ I STORE CROSS / \ SECTIONS / 1 2 1/2' x b"6LAZIN6 BASE,FINISH TO BE I / BRUSHED ALUM.,TYP. / \\ I SWEET NUMBER 1 vm Am3m3 2 STORE CROSS SECTION A-1.1 SCALE: 1/4' = V-0' -- OF 21 LANDLORD GENERAL STOREFRONT NOTE5: STOREFRONT FINISH: 3i4' BLACK REVEAL. ,,-SILVER METAL "BM-2"STOfiL�RONT All storefront metal panels must meet}LL requirements below(this - W41TE BRAKE METAL FINISH BRAKE METAL TO BE 18&A., �J II 'f S � FINISH OVER FRT. DATE: 04/25/2016 rote must appear n final drawing set,. � / • BM I MIN. 12-0 LONG SHEET. BRAKE METAL AT STOREFRONT PLYWOOD ON t-. EXISTING JOB N0:1-21�fa-0b"I PU5H THRU 516N TO BE lb&A.,ONE PIECE OF SPECIAL -All seams between metal panels must be identified on the ORDER PANEL DUE TO 51ZE. METAL PANEL AT STOREFRONT DEM 51N&WALL. STOREFRONT DRAWN:STAFF storefront elevation and must be properly addressedduringdesign 516N,SEAMS ARE NOT ALLOWED. COLOR EGUAL TO "P-1 review process. Metal panels will not be e1lc;>e t0 directly come NO VISIBLE FASTENERS ALLOWED. REFER TO 51�T A-Ob Q CHECKED:CM 'Into contact with adjacent peel, Reveals, turn-in seams., welding fin FOR MORE INFORMATION. 6.C.TO OPEN EX15TIN67 or similar Must be specified and detailed out on the plans for SILVER BRAKE METAL FINISH. BRAKE METAL TO BE l8 6A., WALL 0 ADD BOX P05T CONSTRUCTION. 2 1/2' approval. SM-2 MIN. 12'-0' LONG SHAT. NO VISIBLE FASTENERS ALLOWED. REFER TO SWEET 5-1 REFER TO SHEET A-0b FOR MORE INFORMATION. FOR MORE LEASE LINE.6.C.TO -lie ;risible fasteners INFORMATION. VERIFY IN FIELD. -lain f,�,. thick fire-rated pl��:,%food substrate is required and must be called out on the plans � -Minimum 1 gauge metal panels are required, This must be called �o C 0 R T L A N 0 out on their plans for approval. o: � M 0 R G A N ARCHITECT i EXISTING LANDLORD a A-42 DEMISING WALL. 711 N. FIELDER RD. LEASE LINE.6.G.TO m °, ARLINGTON, TX 76012 VERIFY IN FIELD. � _ - PH; (817) 635-5696 3/4"BLACK REVEAL. + STOREFRONT BUILD-OUT CLADDED IN A BRUSHED WHITE METAL 'SM-1'WRAP ON ENTRY BUILD-OUT STS!AILD-OUT CLADDED IN A 8R45HED '' LINE OF STOREFRONT ALUM.FINISH TO MATCH 6LAZIN6 BASEhEAD,TYP. BY TENANT'S 6L. REFER TO STOREFRONT ALUM.FINISH TO MATCH&LAZIN6 BASE/MAD,TYP. FAX: (817) 635-5699 VM CEILING SOFFIT ABOVE SHEETS FOR MORE INFORMATION.----� AT II'-0'A.F.F. 1/2'CLEAR LAMINATED 6LA55,2 l/2'x 6" 6 3/4'CLEAR LAMINATED&A.95,2 1/2' x 6' I Oti'�'MAD ENTRY ROLLING GRILLE A-4Z STOREFRONT PIN 21/2' 6LA21N6 BASE AND 2 1/2'X 4'HEAD,FRAM A-42 &LAZING BASE AND 2 1/2'X 4"HEAD, SILVER METAL 'BM-2' tr I LEASE LINE.6.6.TO b AND STEEL TUBE�. 3�.6" STOREFRONT FINISH OVER MOt)NTED L060. m t'-8 1/4" VERIFY IN FIELiJ. ALUM.FINISH!,TYP. ,� FRAM BRUSHED ALIA�t.FINISH!,TYP. FRT.PLYWOOD ONEXI5TING c� cv' L - - - - - - - - - - - - - - - - - - - - - - ^ _ - - - - - - - - - - - - - - - - - - - - N STOREFRONT FRAMING. cv - - - ��-0• II, — - - - - - - d§ = Z - - - - - - - - ,i A42 . A 42 A42 N © n I,^I LJ - - _ — _ — _ - - - - - - - - -- - - - - - - - - - - - - - - -- EQ. I/2"GLASS SECTIONS W/ I/4' EQ. I/2" 6LA55 SECTIONS W/I/4" EG1. 1/2'GLASS SECTIONS W/114' . STOREFRONT N EQ.314'GLASS SECTIONS W!I/4" EQ.314'GLASS SECTIONS I^I/114' LEASE LINE.6L.TO b' 6AP TYP 0 b'-6 3/6"TOTAL b' GAP TYP 6 T-O 3/8'TOTAL b' 6AP TYP o 4'-Il 3/8' TOTAL c 11-6■ SIGN ABOVE. 7-0. 3'-b'(3/4" GLASS) Fj" 6AP TYP 0 b'-6 I/8'TOTAL 6' GAP TYP 6'-b IV TOTAL 6" VERIFY IN FIELD. LLJ b'-11 TV 41-6 1/2" L,J 54'-6 3/8' Q- C 1 1 STOREFRONT PLAN A-4.1 • ._ SCALE: 1/2' V-0' sheet I--�-j 0 ........ .................................. ......................................................_... ...... ....._. ... .......... .... ..... ..._ __ . __. . 0 . .:.:. :... ..:. EXISTIN6 LANDLORD ... rem ..... BULKHEAD. . . . I'® 2 1/2' x 4'6LAZIN6 HEAD, ..._ iFINISH TO BE BRUSHED i 1 1 I ALUM,TYP. HATCHED AREA A-' •5 2 112'x 4'GLAZING HEAD, A-44 METAL SEAM. HATCHED AREA A-43 STORED PIN METAL SEAM. A-43 HATCHED AREA (� REPRESENTS STOREFRONT FINISH TO BE BRUSHED REPRESENTS STOREFRONT MOUNTED LO60. i' REPRESENTS STOREFRONT' 'BM-2'SILVER METAL. ALUM.,TYP. "BM-I'WHITE METAL. "BM-2'SILVER METAL. / . / . / / . / / . . . . . .,� . �. . . . . . ,, . 3/4'BLACK / /. / . : . . / �/. / . �,�'. . . / . . . / . / /. / �/. �. . . . . . REVEAL. ,,! . �. .� . . . . . . . . . . . . . . . . . . . . .. . . . . . . / . / ./ • / . ./ • . . . . . . . . . . . . . . . . . . . .. . . • . . . . . . . . - /. - / Y /• . /_. / . . . . . . . .. . . . . • . . . . . . . . . . . . . . . . . . . . . . . . // . . • , . 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Ot _ri`'tJ i'livL=r� METAL SEAM. . . . . . • ARL1t4GTOII TEXAS ! ......._ . STOREFRONT PUSH ': , LTHRU LAX 6N STOREFRONT PIN / . .'.'. . .'. . 6K AND MOUNTED L060. / . / / OUTLINE of VOID ®F� �-�-.•(�t - FOR SIGNAGE Box. . . . . . . . . . CENTERED . . . . . . . . . . HlOR1ZONTAL AND VERTICAL. . . . . . . . Q s' 'BM-I' WHITE METAL REVISIONS Ib ga.ON AT 516N f LOCATIONS ONLY. . . . . . . . . . R Q METAL SEAM. •. . • . .' - •• . _ . . . . . . . • METAL SEAM. . . . . . . . . . ;. - J/ . SHEET NAME . . . . . . . STOREFRONT METAL / PLAN & ELEVATION 2 1/2'x 6'6LAZING BASE,FIN15H I/2"CLEAR METAL SEAM. 3/4'CLEAR 2 1/2'x b'6LAZIN6 BASE,FIN15H SHEET NUMBER TO BE 5RU5HEV ALUM,TYP. LAMINATED 6LAS5. LAMINATED 6LA55. TO BE BRUSHED ALUM.,TYP. 2 STOREFRONT ELEVATION A=4 a 1 A-t},I SCALE: 1/2' = V-0' sheet 15 OF 20 x HATCHED AREA REPRE5ENT5 EXISTING LANDLORD STOREFRONT 'BM-1' WHITE METAL !b DATE: 04125J201b 2 BULKIEAD.�.__ 2 ga.ON AT SIGN LOCATIONS ONLY. JOB NO: 1-216-061 A-4:4 A``IbSTOREFRONT PUSH THRU LEP SIGN L16HT BOX AND OUTLINE OF VOID DRAWN:St,4FF FOR 516NA6E BOX. CENTERED CHECKED: CM HORIZONTAL AND VERTICAL. . . ' HiATGHEfD AREA REPRESENTS .. .. '�. . . . .. . �. . • � _• . /. y STOREFRONT 'BM-2'MITE METAL. 2' HATGFIED AREA REPRESENTS . - / / . ' STOREFRONT "BM-2"SILVER METAL. ; HATCHED AREA REPRESENTS / ` STOREFRONT T H-I' WHITE METAL. / _ �. _ _,._ _ _._Y_ _ _ _ _ / / STOREFRONT 'BM WHITE METAL. , /r 61-p� /: . % .. 112 x 4 6LAZING HEAD,FINISH SALES FLOOR CEILING. REFER TO . . . . . cn 2 C 0 R T L A N D SHEET A-2.1 FOR MORE INFORMATION. . . . . TO 13E 13146 ED ALUM.,TYP. / . / / . / M 0 R G A N ARCHITECT 2 U2"x 4'6LAZING HEAD,FINISH `r TO BE BRUSHED ALUM.,M. 3/4"BLACK REVEAL. 711 N. FIELDER RD. 21/2'x b'6LAZING HEAD,FINISH TO BE E)RI&M ALUM.,TYP. ARLINGTON, TX 76012 f/2' CLEAR LAMINATED GLASS,TYP. 3/4'CLEAR LAMINATED 6LA,%. TYP. PH: (817) 635-5696 FAX: (817) 635-5699 HATCHED AREA REPRESENTS STOREFRONT 13M-I'WHITE METAL.oo - I/2'GUAR LAMINATED GLASS,TYP. r METAL'�. iv � - � W ROLLING 6RILLE 6UIDE5. 6UIDE5 .' LSI � FINISHED WHITE TO MACH STOREFRONT'BM-1"METAL. Ln Csi (�.� N ----- �. 2 I/2"x b"6LAZIN6 BASE,FINISH r TO BE BRUSHED ALUM.,TYP. 2 1/2'x b' 6LAZIN6 BASE,FINISH /' 2 I/2' x b'6LAZIN6 BASE,FINISH �"� LSI METAL SEAM. TO BE BRUSHM ALUM.,TYP. TO BE BRUSHED ALUM.,M. " �..� c — 41 (on V) STOREFRONT ELEVATIONr2"NNSTOREF�T ELEVATION STOREFRONT ELEVATION z < z SCALE: 1/2' = V-0' sheet p,_41 SCALE: 1/2' = V-0' sheet A-4.1 SCALE: 1/2' = V-0' sheet 0 4 J I� (0� 6RILLE SUPPORT TUBE AND 6UIDE A%E MBLY. F.R.T. EMERGENCY PULL.MOUNTED BLOGKING AS REQUIRED. 21-0' AT 42'A.F.F.AND SPACE r(") SAVER KEY SWITCH MOUNTED . ,, 6RILLE 6UIVE 1/8" AT 18' A.F.F. PROUD OF STOREFRONT MIN. TM-1'WHITE METAL 112" "BM-1' WHITE METAL ON 3/4' f I.' F.R.T.PLYWOOD ON METAL SALES FLOOR GEILIN6. REFER TO DASHED LINE INDICATES [:: STUD CONSTRUCTION. SFT A-2.1 FOR MORE INFORMATION. 'BM-18 WHITE METAL TUCK METAL IN -_, BOX POST TRUCCONTRUGTION. STOREFRONT 'BM-1' WHITE METAL. CLADDIN6 OVER 3/4" AT 6RILLE 6UlDE. FRT.PLYWOOD til METAL R13=Ei2 TO SHEET 5-1 FOR . STUD GONSTRUGTION. MORE INFORMATION. GRILLE 6UIDE 1/6' , �_ 1 SPACE SAVER - m `- PROUD OF STOREFRONT F;F� WRAP "BM-1"WHITE KEY SWITCH Q ( "BM-I' WHITE METAL SEAM AT `'N 'i�I WHITE METAL. METAL CLADDING IN MOUNTED AT - CEhITER OF 6LAZIN6. AV 18 THIS AREA INTO 18'A.F.F. OPENING FOR N STOREFRONT 6RILLE r- - - - AS SHOWN. - - - - - - - - - - o a��-_., 3/4' CLEAR LAMINATED . 6LAS5,2 1/2' x b'6LAZING 'm BASE,FRAME BRUSHED ALUM. FIN15H,TYP. • • ' T REVISIONS rT� GRILLE GUIDE M-l'� WHITE METAL DETAILr5 ****NSTOREFRONT BUILD-OUT DETAIL . . HATCHED AREA REPRESENTS STOREFRONT 'BM-I' WHITE METAL. �4. SCALE: N.T.S. sheet /!�-4,1 SCALE: 1' = I'-0' sheet METAL SEAM. 6RILLE SUPPORT TUBE AND ROLLING 612111E GUIDES. 6UIDla GUIDE AS51�3LY. FRT. FINISHED WHITE TO MACH DASHED LINE INDICATES BLOCKING AS REQUIRED. STOREFRONT 'BM-i'METAL. METAL CLADDING OVER 6RILLE GUIDE 116" 3/4'FRT.PLYWOOD ON PROUD OF STOREFRONT � 42EMER6ENGY PULL MOUNTED AT METAL STUD C.ONSTRUGTION. — — 'BM-I'H41TE METAL. _ z "BM-I'WHITE METAL SEAM AT CENTER OF BUILD-OItT.� _i<:-- - � � . SHEET NAME I I' SPACE SAVER KEY SWITCH % I "B+I'WHITE METAL ON r - _ �' . . MOUNTED AT 18"A.F.F. STOREFRONT 3/4'F.R.T.PLYWOOD ON '��- -� N m ELEVATIONS AND WRAP METAL INTO 1/2' METAL STUD GoNSTRIIGTION. DETAILS 1 112DEEP QUIRK IN F.R.T. METAL SEAM. TUCK METAL IN ( PLYWOOD A5 SHOWN. . . . AT 6RILLE 6UIDE. - / NOTE: 3 112, 21/2* 1/2' CLEAR LAMINATED � HORIZONTAL AND 11 VERTICAL SEAMS. b. 61A55,2 1/2'x b" 6LAZIN6 SHEET NUMBER BASE,FRAME BRU4.�ALUM. FINISH,TYP. a STOREFRONT METAL SEAM DETAIL STOREFRONT BUILD-OUT DETAILt4 ***N .STOREFRONT ELEVATION A=402 �4. SCALE: N.T.S. sheet A41 SCALE: 1' = I'--0' sheet A-4.1 SCALE: 1/2' = V-0' sheet 16 OF 20 ... ,. ....... ............. DATE: 04/25/201fo NO ATTACHMENT/ALLOWED TO LANDLORD'S DECK ABOVE,ALL ATTACHMENT 15 TO THE JOB NO:1-216-061 EXIST[%13)11-01%STEEL STRUGTURE ONLY. DRAWN:STAFF .. ......... ........ ......... ........ CHECKED:CM LEASE LINE. 6.G.TO VERIFY. ------ � I ' LEASE LINE. 6G.TO VERIFY.-- -. ExISTINF6 LANDLORD C 0 R T L A N D Eft*nN6 LANDLORD BI�.KHEAD AND BULKHEAD AND STRUCTURE. M O R G A N STRUCTURE. 6.G.TO REPAIR ANY 6G.TO REPAIR ANY DAMAGE A R DONE DURIN6 CON5TRUGTION. 5/8 PAINTED 'P-11 GYP BOARD DAMA6E DONE DURING GONSTRUGTION. C H ( T E C T ON 3 518'METAL STUD 5/8' PAINTED 'P-I"GYP BOARD GONSTRUGTION. SLID GYP.BD. ON 3 5/8'METAL STUD I/2" Uh1DER LANDLORD BULKHEAD. 2'-4 I/4"(V.1.F) GON5TRUGTION. SLID GYP.BD. 2'-q 1/4'(Y.I F1 WRAP METAL ANI 1/2"C)1d THE TOP 1/2"UNDER LANDLORD BULKHEAD. ----- 711 N. FIELDER RD. SIDE OF THE POP-OUT STOREFRONT. 2'-? 114' WRAP METAL AN 1 1/2' ON THE TOP ~� 2�T 114" ARLINGTON, TX 76012 .. ....... SIDE OF THE POP-OUT STOREFRONT. PH: 817 635 5696 - FAX: (817) 635-5699 REFER TO STRUCTURAL DRAWING 5-1 — —« — — — — — — — — — — FOR MORE STQRL+RONT FRAMING __ . — — - . . «I INFORMATION AND DETAILS. « . L .I - - - — - - - - - - - - — - - 1*1-2"SILVER METAL 18 ga I I I I I i f OVER(I}LAYER OF 3/4"FRT.PLYWOOD { ( I 3 5/8'METAL STIP GONSTRUGTION. ( I ON METAL STUD CONSTRUCTION. f I I« . I I I I I STOREFRONT"BM-2'SILVER 12 I I f I I OVERHEAD MOTORIZED ENTRY 6RILLE METAL AL 18 ga.OVER(1)LAYER ( I 1ry STOREFRONT V+I HHITE METAL 16 ga. I I I I BY GENERAL CONTRACTOR WITH KEY OF 3/4 F.R.T.PLYWOOD ON (ONLY AT 516N LOCATIONS)OVER(1) „I. SWITCH OPERATION ON INTERIOR AND METAL STUD GONSTRUGTION cy- LAYER OF 3/4'F.R.T.PLYWOOD ON 2' I I � I I EXTERIOR INCLUDE EN�ER6ENGY RELEASE I ILd METAL STUD CON5TRUGTION. I PULL ON, INTERIOR OF STOREFRONT PER PER DETAILS ON SHEET A-42. 6RILLE Q 3 518 METAL STUD CONSTRUCTION I I FINISH TO BE WHITE. I i I I CJ �C ►� STOREFRONT PUSH THRU I6'HI6H LED CJ I I I SIGN LIGHT BOX WITH FRT.BLOGKINIG u' I I REFER TO STRUCTURAL DRAWIN6 5-1 REFER TO STRUCTURAL DRAWING 5-1 FOR MORE STOREFRONT FRAMIN6 FOR MORE STOREFRONT FRAMINGcy A5 REQ'D.FOR Si=CI1REMENT: I I m 0 I 1 INFORMATION AND DETAILS. INFORMATION AND DETAILS. cn I I Q a cn 5/8'PAINTED GYP BOARD 5/8'PAINTED GYP BOARD �— 2' METAL STUD GOIdSTRUGTION ( ( i SALES FLOOR CEILING SALES FLOOR CEILIN6 • GONSTRl1GTION. REFER TO SHEET - - - - - - - - _ - - _ - - - GON5TRUGTION. REFER TO SFEET . - - - - - - - - - A-21 FOR MORE INFORMATION. A-21 FOR MORE INFORMATION REFER TO 5TRUGTURAL DRAWING 5-1 - - - - - - - - - - - - - - FOR MORE STOREFRONT FR MING INFORMATION AND DETAILS. ( I 112 I/2"X 4'6LAZINF6 HEAD, II II 5" I FIN15H b" INTO 6RILLE POCKET AND FINISH TO BE BRUSHED ALUM. _— WRAP METAL AN I I/2"ON THE UNDERSIDE PAINT "P-1" TO MATCH GEILIN6. OF THE STO ffRONT ENTRY. METAL I '�'� SEAM DETAIL,REFER To DETAIL #6 ON % _____-STOREFRONT 'BM-1' WHITE METAL 18 i V) 0 SHEET A-42 FOR MORE INFORMATION. ga.OVER(I}LAYER OF 3/4' F.R.T. STOREFRONT V+1'WHITE METAL 18 PLYWOOD ON HAT CHANNELS OVER I OVER(1) LAYER OF 3/4'F.R.T.PLYWOOD 1 2'METAL STUD GON5TRUGTION 1 ON METAL STUD CONSTRUCTION. EXTEND "BM-I'H41TE METAL INTO 6RIL.LE POCKET. 2 I/2"x 4'6L.AIZING HEAD BEYOND, FINISH TO BE BRU6HED ALUM. 0 I � Nt 112'CLEAR LAMINATED 6LA55 BEYOND. I 3/4"CLEAR LAMINATED I Nt 1 � I I I � I i I 6RILLE GUIDE,FINISHED TO 1 BE WHITE. LEASE LINE. 6:G.TO VERJFY. LEASE LINE. &L.TO VERIFY. f l 1 MALL 5ALE5 MALL I SALE5 - G0NG0lR5E I I FLOOR GONGOUR5E 1 FLOOR ` � CV N N • 4 ( STOREFRONT BUILD-OUT 'BM-1 AR' lNG 10l�,�i l/'AS �^WHITE METAL 5EAM. I I f STOREFRONT BUILD-OUT 'BM-1" i WHITE METAL BEYOND. REVISIONS 1 Ln I II I - i I i M SHEET NAME 2 1/2 x 6 6LAZIN6 BASE, 2 115 x 6 GLAZING BASE BEYOND, STOREFRONT BUILD-OUT"BM-I' STOREFRONT FINISH TO BE BRII5HED ALUM. I I WHITE METAL SEAM. FINISH TO BE B ALUM. I MALL.COW-MRSE FLOORINI9. MALL GONGOW.5E FL.00RIN9. SECTIONS 6.G TO REPAIR ANY DAMAGE SALES FLOOR FINISH FLOORING. REFER 6.0 TO REPAIR ANY DAMIA6E SALES FLOOR FfNISH FLOORIN6. REFER DONE DURING CON5TRUCTION. 1 TO SHEET A-12 FOR MORE INFORMATION. DONE DURING CONSTRUCTION. TO SHEET A-12 FOR MORE INFORMATION. i Pk :fl � SHEET NUMBER I vm r2"� SECTION AT STORE"T ENTRYr-F� SECTION AT STMEMWNT Gl..ONC Am403 SCALE: I' = I'-0" w5-5trfnt ,q-4.1 SCALE: I' = I'-0' ws-strfnt 17 OF 20 ISENERAL NOTES: DATE: 04125/2016 NO ATTACHMENT ALLOWED TO LANDLORDS DECK ABOVE,ALL ATTACHMENT 15 TO THE JOB NO: I-216-061 EXISTING BUILDING STEEL 5TRUGTURE ONLY. DRAWN:STAFF CHECKED:CM I ......... ............ ..... ..._.. ..........._. . . 1 . LEASE LINE. 6L.TO VERIFY. L Ex15TIN6 LANDLORD1 C 0 R T L A N 0 EXI5TIN6 LANDLORD BULKHEAD I BULKHEAD AND STRUCTURE. M O R G A N BEYOND. 6L.TO REPAIR ANY 6L.TO REPAIR ANY DAMAGE D�D DURING GENISTRZUGTION 518'PAINTED 'P-I'GYP BOARD DONE DURING CONSTRUCTION. R C H I T E C T ON 3 518'METAL 5TUD 5/8'PAINTED 'P-1'6YP BOARD ON GON5TRt1GTION. SLID GYP.W. 3 5/8"METAL STUD GON5TRUGTION. I/2' UNDER LANDLORD BULKHEAD. 2--4 I/4'(V.I F) ol 711 N. FIELDER RD. WRAP METAL AN 11/21 ON THE TOP 1 WRAP METAL AN I I/2'ON THE TOP 2'-7 1/4' ARLINGTON, TX 76012 51DE OF THE POP-OUT STOREFIRONT. SIDE OF THE POP-OUT STOREFRONT. PH: (817) 635-5696 FAX: (817) 635-5699 - - - - - - - - - - - . . - - - - - - - - - - - - - - - - • , • STOREFRONT "BM-2"SILVER KETAL t8 go. � — _ _ - - - - - - - - - - - OVER(u LAYER OF 3/4' F.R.T.PLYWOOD I I STOREFRONT "BM-2'SILVER METAL 18 ga. I f ON METAL STUD GON5TRUGTION I ) ( OVER(I)LAYER OF 3l4'FRT.PLYWOOD ( I I I ON METAL STUD G0,15TRI4TION. I ( I•• 2 I 2, STOREFRONT 'BM-I'WHITE METAL IS ga. I I STOREf-RONT "BM-I' WHITE METAL 18 ga. OVER(1) LAYER OF 3/4'F.R.T.PLYWOOD I OVER(U LAYER OF 3/4' F.R.T.PLYWOOD ON 2'METAL STCONSTRUCTION. III I ON 2'METAL STUD GON5TRUGT ION. I UD j I I 3 5/8'METAL STIR GONSTRUGTION. I f! I 3 5/8'METAL STUD Q 1 I I I GON5TRU6TION. VRAHN6 5-1 RD �FORMORETORENT FRAM NNr9 I`� I I I I I f �TtON AND DETAILS. CL C`�! - I II I III I � m III I 5/8' PAINTED GYP BOARD n, III I 5/61 PAINTED 6YP BOARD (� I I SALES FLOOR GEILIN6 III I SALES FLOOR GEILIN6 GON5TRUGTION. REFER TO SHEET — — — — — — — — — _ _ — — GONSTRUGTION REFER TO SHEET • • — — REFER TO 57RZTURAL DRAWING 5-1 �. A-2.1 FOR MORE INFORMATION. A-2J FOR MORE INFORMATION. L-�-� • •{ — — — • I FOR MORE STOREFRONT FRAMING I • — , -- 94 - - - - - - - - - - INFORMATION AND DETAILS. __ I- • II I I II I I` REFER TO STRUCTURAL DRAWING 5-1 FOR MORE STOREFRONT FRAMING I I f I Q I I 4 T INFORMATION AND DETAILS. Z 0 518'PAINTED GYP BOARD 5/8'PAINTED 6(P BOARD 1'-5 3/8' 5TOREFRONT SOFFIT CEILING 1'-3 U8' STOREFRONT SOFFIT GEILIN6 2 1/2' x 4' GLAZING HEAD, GON5TRUGTION. REFER TO SHEET 2 I/2'x 4'6LAZIN6 HEAD, CONSTRUCTION. REFER TO SHEET FIN15H TO BE BRUSHED ALUM. 1 A-2.1 FOR MORE IIFORMATION. FINISH TO BE BRUSHED ALUM. I A-2.1 FOR MORE INFORMATION. I 3: ; 1 ' cf) 0 I CL I/2"CLEAR LAMINATED GLASS. 1 I/2' CLEAR LAMINATED GLASS. 1 Qo 1 •a� � I 1 LEASE LINE. 6L.TO VERIFY. LEASE LINE. 6G.TO VERIFY. I I a.--.T' MALL I 5ALE5 MALL 5ALE5 x > GONCAOLR5E I FLOOR GOwll�E I FLOOR - 4 0 4 o I �.� F:I�LNvT0i4,T�.yAS • f I I I 1 REVISIONS I I I I f I I 1 I I I SHEET NAME 2 1/2' x 6' 6LAZIN6 BASE, 2 I/2' x 6' 6LAZIN6 BASE, I FINISH TO BE BRUSHED ALUM. I FIN15H TO BE BRUSHED ALUM 1 STOREFRONT MALL 6ONG0J25E FLOORIN5. 1 MALL C0W.0UR5E FLOORING. SECTIONS 6L TO REPAIR ANY DAMAGE SALES FLOOR FINISH FLOORING. 6L TO REPAIR ANY DAMA6E 5ALE5 FLOOR FIN15H FLOORING. DONE DURING GON5TRUCTION. REFER TO SHEET A-12 FOR DvM DURING GONSTRUGTION. REFER TO SHEET A-12 FOR MORE INFORMATION. MORE INFORMATION. SHEET NUMBER 1 t 1 Am404 vm 2 SECTION AT STOREFRONT GLAZINGSECTION AT STOREFRONTCgUaING A-4.2 SCALE: 1' = 1'-0' ws-strfnt ,q-4 1 SCALE: I' = i`-0" ws-strfnt 18 OF 20 .. &LIERAL NV TE5:. DATE: @412512d16 .......... ... NO ATTAC+HENT ALLOWED TO LANDLORDS DECK ABOVE,ALL ATTACHMENT 15 TO THE JOB NO:1-216-0rol EXISTING BUILDING STEEL STRUCTURE ONLY. DRAWN:STAFF _. . _._. .__... ,._. _. . CHECKED:CM I 1 I LEASE LINE. 6.G.TO VERIFY. ... EXISTING LANDLORD BULKHEAD AND C 0 R T L A N D STRUCTURE. 6.6.TO REPAIR ANY DAMA6E DONE DURING CONSTRUCTION. LEASE LINE. 6.G. TO VERIFY. M 0 R G A N .. t. ARCHITECT EXISTIN6 LANDLORD BULKHEAD AND 518"PAINTED IP-l"GYP BOARD ON 3 5/8` STRUCTURE. 6 G.TO REPAIR ANY N.I.F.} METAL STIP?CONSTRUCTION. SLID GYP.BD. DAMA6E DONE DURING CONSTRUCTION. 711 N. FIELDER RD. 1 " 1/2"UNDER LANDLORD BULKHEAD. ARLINGTON, TX 76012 WRAP METAL ANI 1/2'ON THE TOP PH: 817 635 5696 SIDE OF THE POP-OUT STOREFRONT. FAX: (817) 635-5699 1 ... • •�— — — — — TUCK STOREFRONT 'BM-2'SILVER METAL STOREFRONT "BM-2'SILVER METAL 18 ga. BETWEEN BULKHEAD AND PLYWOOD,TYP. I I ' OVER(1) LAYER OF 3/4' F.RT. PLYWOOD ON I I I I 4 METAL STUD CONSTRUCTION. • .i f I METAL SEAM. REFER TO DETAIL #8 ON MEET A-42 FOR MORE IWORMA710K r--- STOREFRONT "BMF-1"WHITE METAL 16 ga. (ONLY AT 516N LOCATIONS) OVER f I) cis 4 LAYER OF 3/4'F.R.T.PLYWOOD ON 3 5/8' I METAL STUD CONSTRICTION. REFER TO STRUCTURAL DRAWING S-I I I STOREFRONT T1+20 SILVER METAL 18 ga. I� FOR MORE STOREFRONT FRAMING I I I; • STOREFRONT R 15H THRI Ib'H16H LED OVER(1}LAYER OF 314"F.R.T.PLYWOOD ON 516N LIGHT BOX WITH F.R.T.BLOGKING EXISTIN6 METAL STUD CONSTRICTION. �-✓ INFORMATION AND DETAILS. f I AS REQ'D.FOR 5ECA REMENT. I I• •I 4 STOREFRONT U+I'WHITE METAL I6 ga 518 PAINTED 6YP BOARD fy (ONLY AT 516N LO(ATION5)OVER(1) cn SALES FLOOR GEILING LAYER OF 3/4'F.R.T.PLYWOOD ON 3 518' METAL SEAM. REFER TO DETAIL #8 ON CONSTRICTION REFER TO SHEET ( METAL STUD CONSTRUCTION. SHEET A-42 FOR MORE INFORMATION. • A-2.1 FOR MORE INFORMATION. I I METAL SEAM. REFER TO DETAIL#6 ON • SHEET A-4.2 FOR MORE INFORMATION. W 0 STOREFRONT `BMR-2'SILVER METAL 18 ga. OVER(1)LAYER OF 3/4'F.RT. PLYWOOD ON Q CD I STRUCTURAL METAL STUD CONSTRUCTION. Z 0 ---2 1/2'x 4'61-AZIN6 HEAD, �,� —• FIN15H TO BE BRI. W ALUM. m LAY-IN BOH CEILING STOREFRONT PIN MOUNTED L060. CONSTRUCTION. REFER TO SHEET I A-2.1 FOR MORE INFORMATION. I I METAL SEAM. REFER TO DETAIL#6 ON SHEET A-42 FOR MORE INFORMATION. 60 0 CL I 3/4"CLEAR LAMINATED GLASS. Qo I _....�_. O) 4 4 m I LEASE LINE. 6.G.TO VERIFY. MALL GONGOUR5E 5ALE5 1 FLOOR MALL METAL SEAM. REFER TO DETAIL#8 ON 5Aj� SHEET A-4.2 FOR MORE INFORMATION. FLOOR I GONGOUiZSE SURFACE MOUNTED STANDARDS Q Q AND 5HELVE5 ON 3 ROW5 OF IX4 IG;?TLAIJ fflR F.R.T.FRT.BLOCKING SECURED TO THE DEM151N6 WALL. PAINT BLOGKIN6 I Q TO MATCH ADJACENT WALL. ARLINGTON,TEXAS oi I STOREFRONT "BM-2 SILVER KETAL 18 ga. OVER(1) LAYER OF 314'F.R.T.PLYWOOD ON I EXISTING METAL STUD CONSTRUCTION. REVISIONS I � 0 4 METAL SEAM. REFER TO DETAIL#8 ON 21-09 - SHEET A-42 FOR MORE INFORMATION. t IX4 FRT.BLOCKING 5EGURED TO THE WALL FOR GOUNTERTOP SUPPORT. PAINT BLOGKIN6 TO MATCH ADJACENT WALL. t ` COUNTERTOP,BACKSPLA5H I - AND SUPPORT DIVIDER5 BY m MILLWORK CONTRACTOR I SALES FLOOR FIN15H FLOORIN6, REFER TO SHEET A-12 FOR o SHEET NAME MORE INFORMATION. METAL SEAM. REFER TO DETAIL #8 ON Ix4 WOOD BASE STOREFRONT 1 BIW 5H TO 13E BRUSHED 5�A-42 FOR MORE INFORMATION. SECTIONS MALL CONCOURSE FLOORING. 6.G MALL GONGgJRcaE FLOORING TO REPAIR ANY DAMAGE DONE E DURING GONSTR�UCTION 6G TO REPAIR ANY DAMAG ---'-- SALE-5 FLOOR FINISH FLOORING. REFER TO 5HEET A-12 FOR DONE DURING CONSTRICTION. MORE INFORMATION. SHEET NUMBER A=45I 2 SECTION AT STOREFRONT WaINC 1 SECTION AT STOREFRONT METAL WALL. ' \A-4.2/ SCALE: I' = N-0" w5-strfnt \�.�4. SCALE: I" = V-0" ws-strfnt 190F20 DATE:04/25/2016 (E) BEAM OR J015T JOB NO:1-216-061 BTM.OF 51R ZTURE ABOVE.VERIFY. DRAWN:Std ( • ( CM FILL VOID SPAGF5 RATES CHECKED: 7ik AN-] ® ® a65.ONLY)HIM 6OM'RE551BLE GLAMP (TYP) I I PfF AFIBE ,IN5U..ATION,OR APPROVED FIRE RESIST.MATERIAL. P1026 EA. 51DE (TYP) ( I S ANGLE BRACE TO STRUGT.ABOVE ►= ��AT MIN.OF 4'-0'OL. I --MTL.TRACK BETWEEN 51UDS. vm I iz ,......... .......... CORTLAND M 0 R G A N SALES FLOOR CEILIN6. SEE1 / ~ RLEGGTED CEILINPLAN SHEET I I A R C N I T E C T ff \ A-2.1 FOR ADDITIONAL INFORMATION. 1 1 I I y CEILING G0N5TRUGT10N. REFER 711 N. FIELDER RD. TO REFLEGTED CEILING PLAN SHEET FOR CONSTRUCTION TYPE ARLINGTON, TX 76012 I _ I AND MORE INFORMATION. PH: (817) 635-5696 FAX: (817) 635-5699 SPLAY WIRES: 10 GAUGE i ONE LAYER OF 5/8'6YP.BD.ON (TIED 130TH EN05 W/MIN. / I I EXPOSED SIDE OF METAL STUDS. 3 TURNS OF WIRE IN I OF RUN) l TYPIGAL WIRE5 TO BE WITHIN 2 GRO55 RUNNER INTER5EGTION \ / . I I 1-- GOMPRE55ION STRUT 12'-0" O.G. ANS( I WALL BASF,SE=PLFOR PIDDO UN15TRUT W/P1026 IN EA. DIRECTION AND TYPES AND I.OGATION5 EA. 51DE WITH 6-0" MAX. FROM WALL 1/2"41) THRU BOLT I I f TRACK ANG+IURED AT FLOOR. ry W TOP 4 BOT. TYP. i f FINISH FLOOR MATERIAL. rySEN5ITILE PANEL.SEE W MATERIALS AND DETAIL I I a .: e Q SHEETS FOR 5PEGIFIGS.--'-"--~ j ` � _ ° EXI5T1N6 GONG.FLOOR SLAB. 4 `QCy CU 51b"6YP.BD. PAINT TO MATCH I I U N �s ADJACENT HALLS,TYPICAL. I l �q� : ! y 81F NON RAVED WALL SECTION - PARTIAL �IEi%-m I • -- INSTALL ONE(1) LAYER 3/4' FRT. I I �,-1.1 SCALE. 3 - 1'-C' NRWALL W PLYWOOD ON 5ALE5 FLOOR SIDE � 0 OF METAL STUD FRAMIN6. I I TED PARTITION: 3-513'METAL STUD FRAMING, �--- 518'GYP.BD.,b'ABOVE ADJACENT GEILIN6 ON < � ry EXP05ED SIDES OF STUDS. WATER RESISTANT 6YP. l I BD.WHERE APPLIGABLE �� 0 ( 1 NON-RATED PARTITION: b' METAL STUD FRAMIN6,5/b' b'20 6AU6E(MIN)METAL Q -Z- 4APPLIGABLE. GYP.BD.,b ABOVE ADJACENT C,EILIN6 oN EXPOSEDSTUD FRAMING0 Ib"O.G. 1 ISIDES OF STUDS. WATER RESISTANT 6YP.BD.WHERE DO NOT ATTAGH ALL BY 6.C.,TYPICAL. I ( TO DECK '� I I < z <C 3;: ry + TV MONITORS ON FEATURE WALL. Y l ( 0 + SEE EWIPMEVT LIST FOR SPEGfF1G5. n WHITE RECE55M LOH VOLTA6E MEDIA Q0 PLATE WITH DUPLEX RECEPTACLE N BEHIND TV MONITORS ON FEATURE • l Q WALL. WWW.6ARVININDUSTRIES.COMOff► 2., R ITEM#DF'B05D11P. I BTM.OF STRUCTURE ABOVE.VERIFY. GLIF FL65 d BENT WEB W/3412-14 5GREW5 0 TYP,EA. SIDE < I I --- FILL VOID SPACES METWEEN RATED I I GL65.ONLY)MTN GOMPRES51BLE y, T IN5ULATION,OR APPROVED l ( FIRE RESIST.MATERIAL. EXISTING DEM151%WALL. ANGLE BRACE TO STRUGT.ABOVE I += AT MIN.OF 4kV O.G. t r I I MTL.TRACK BETWIEEN 57UD5. NOTE: MAINTAIN b" GLEAR FROM 5PLAY LINE5 TO MEGHANIGAL DUCTWORK. GORTLANDMORG 9 • I i ARUNGTON,TwS�y 2 A IPA SEE M MATEE RIAA LS ANDND DETAIL SHEETS FOR SPECIFICS. TYP. SEISMIC CEILING BRACING DETAIL I { I A-5.1 SCALE: 1 1/2N = I'-0' cl-attacFment I i GEILIN6 CONSTRUCTION. REIHrR TO R9i.EGTED CEIU%PLAN SHEET FOR.6ON5TR6TION TYPE .71 AND MORE INFORMATION. un I I REVISIONS u� ONE LAYER OF 5/8'6YP.BD.ON ��- 0I 6 { I EXPOSED SIDE OF METAL STUDS. I _ I ONE LAYER OF 5/8'6YP.W.OVER I 3/4' F.R.T.PLYWOOD ON EXPOSED I I I Y SIDE OF SALES AND STOREFRONT I METAL STUDS. I I l I WALL BASE,SEE PLANS FOR TYPE5 AND LOCATIONS. I ? I { TRACK ANUiOREU AT FLOOR I I II' FINISH FLOOR MATERIAL. 0 I I SECURE NEW 6ON5TRUGTION TO I I / e ' a 4°�.__EXI51IN6 GONG.FLOOR SLAB. SHEET NAME EXl5T'6 5TRUGTURE IN ACCORDANGE ( i WALL TYPES ,LANDLORDS qui AJ'V ALL 5. i AND FEATURE SALES FLOOR FINISHED WALL SECTION FLOORING. SE SHEET'A-1.2 I I C NON RATED WALL SECTION - PLYWWD GYP. 8D. FOR MORE INFORMATION SCALE: 3' = I'-0' NRWALL - SHEET NUMBER ` NON-RATED PARTITION: 3 5/b'METAL 57W FRAMING,5/8' 6YP.BD.,b"ABOVE ADJAGETIT CEILING ON BOH SIDE OF J I 1 STUDS. 3/4'FRT.PLYWOOD ON SAL MTORE=RONT SIDE t =Ary WALL WITH 5/b'6YP.BD.,b'ABOVE ADJACENT CEILING ON A=5m r-]*'*� SECTION A 1 Fl�•l"i 1 URE WALL EXP05Gfi SIDES OF STUDS. WATER RESISTANT GYP.W. WHERE APPLICABLE. A-1.1 SCALE: 1 1/2' = 1'-0' MONITOR WALL - 20 OF 20 NERAL NOTES COLD—FORMED LIGHT GAGE STEEL FRAMING 11" 1. GOVERNING CODE: OREGON STRUCTURAL SPECIALTY CODE 2014 DATE:04/25/2016 2• LOADS. 1. SPECIFICATIONS: DESIGN, FABRICATION, AND ERECTION TO BE GOVERNED BY JOB NO:1-216-067 cv LATEST REVISION OF THE AISI SPECIFICATION OF THE DESIGN OF COLD— FORMED a. SOFFIT LIVE LOAD 1 O PSF STEEL STRUCTURAL MEMBERS'. DRAWN:AP b. WIND LOADING (INTERIOR EXPOSURE) 5 PSF 2, STRUCTURAL STUDS, JOISTS, BRIDGING AND ACCESSORIES SHALL HAVE A MINIMUM CHECKED:AC EXIST WIDE FLANGE STL ,� — c. SEISMIC LOADS BASED ON THE FOLLOWING PARAMETERS) YIELD STRENGTH OF 50,000 PSI FOR 16 GAGE AND THICKER MATERIALS, AND { { COLUMNS, TYP VIF �Q .off SITE CLASS: D (ASSUMED) Sds: 0.711 Sd1: 0.440 33,000 PSI FOR MATERIALS THINNER THAN 16 GAGE. " 3. FIELD VERIFY ALL DIMENSIONS PRIOR TO FINAL DETAILING AND FABRICATION. IF 3. CONNECTIONS TO BE FIELD SCREWED WITH X110 SCREWS MINIMUM. m ANY EXISTING CONDITION IS NOT AS SHOWN, CONTACT A/E BEFORE PROCEEDING 3 3625162-43 DIAGONAL SLIDING PARTITION 2 t WITH WORK, 4. ALL MATERIAL TO BE GALVANIZED COATED IN ACCORDANCE WITH ASTM A525 G-60. 51 BRACES TYP. ATTACH TO { AND POSTS BY St CEILING JOISTS, { St t t cv TACH—UP FIELD WELDS WITH ZINC RICH PAINT. HORIZ STUDS W/ (2)#8 OTHERS, SEE ARCH "J1" TYP St ,� ;; 4. EXISTING STRUCTURE IS ASSUMED TO BE IN GOOD CONDITION. NOTIFY ARCHITECT SCREWS EA STUD `� � IF ANY STRUCTURAL MEMBERS ARE FOUND TO BE DAMAGED IN ANY WAY BEFORE 5• HANDLING AND UF1{NG OF PREFABRICATED PANELS SHALL BE DONE IN SUCH A BB1 661 BB1 PROCEEDING WITH ANY WORK ON DAMAGED MEMBER. MANNER AS TO NOT CAUSE DISTORTION IN ANY MEMBER. TRACKS SHALL BE SECURELY ANCHORED TO THE SUPPORTING STRUCTURE. STUDS SHALL BE C 0 R T LA N D _j I �`"'� I I I I � .... — PLUMBED, ALIGNED AND SECURELY ATTACHED TO THE FLANGES OR WEBS OF BOTH 5. CONTRACTOR SHALL SUPPORT BRACE AND SECURE EXISTING STRUCTURE AS M O R G A N M { 4 1 `S. ,,' i i u 1-�. .—' n i �. i i i i i `a. r UPPER AND LOWER TRACKS. Vm �. .' �� �� ,�+' �� �. .r f `• REQUIRED TO INSTALL NEW WORK. CONTRACTOR IS SOLELY RESPONSIBLE FOR �* st i i ,4 .ri i i u ii { �r. r .r r r i r A R C H IT E CT t — —r— — -r — — _. — — —— — — — r i r r r r r �� THE SAFETY OF THE EXISTING BUILDING DURING CONSTRUCTION. 6. TEMPORARY BRACING SHALL BE PROVIDED UNTIL ERECTION IS COMPLETED. i �.v' i t — — — — — — — 001 M6. CONTRACTOR SHALE. CONFORM TO ALL MALL—TENANT IMPROVEMENT REQUIREMENTS 7. COORDINATE WITH ARCHITECTURAL AND STRUCTURAL DRAWINGS FOR ALL LIGHT BOXED BEAM '�'°? 1��°? 8B1 �A? ��°? �2 i AND ALL MALL LANDLORD HANDBOOK CRITERIA GAGE FRAMING LOCATIONS AND REQUIREMENTS. COORDINATE LOCATIONS AND 711 N. FIELDER RD. I ACROSS ROWNG N DESIGN FOR ALL WALL HUNG EQUIPMENTARUNGTON, TX 76012 . I I I GRILLE OPENING, I I SEE DETAIL � ( I PH: ($17) 635-5696 i i g, PROVIDE CONNECTIONS, BRACES, BRIDGING AND RUNNER TRACKS (MIN. 14 GAGE, F57-6 1/2" ' T-6 1/2" 12'_11" I 3'-11 1/2" T-0 1/4" T-0 1/4" BUT NOT LESS THAN GAGE OF SUPPORTED STUD) TO DEVELOP THE FULL CAPACITY FAX: (817) 635-5599 OF THE MEMBERS, PROVIDE CUPS, CONNECTIONS, STRAPPING FOR TEMPORARY LATERAL BRACING AND ALL ITEMS NECESSARY FOR COMPLETE INSTALLATION. 9. PROVIDE AND COORDINATE VERTICAL SUP CONNECTION TO STRUCTURAL STEEL POST C/C DIMENSIONS SHOWN FOR EXIST STL BEAM VIF MEMBERS WHERE REQUIRED. REFERENCE ONLY TYP. COORDINATE 10. WINDOW AND DOOR HEADS SHALL BE FRAMED WITH JOIST SECTIONS SUFFICIENTTO WITH FINISH ARCH DIMENSIONS TYP CARRY THE WEIGHT OF THE WALL ABOVE AND TRANSFER WINDOW AND WALL 0 LATERAL FORCES TO THE JAMBS. JAMB SECTIONS SHALL CONSIST OF HEAVIER GAUGE STUDS, MULTIPLE STUDS, OR BOTH AS REQUIRED TO PROVIDE LATERALry FRAMING PLAN NOTES. BOXED POST "BP2" TO SUPPORT FOR WINDOW AND DOOR OPENINGS. 0 STOREFRONT AND PLATFORM SHAD_ BE SELF—SUPPORTING. EXISTING LANDLORD STRUCTURE PLAN LEGEND: EXTEND FULL HEIGHT 11. ALL FIELD CUTTING SHALL BE PERFORMED WITH A SAW. wTpp � gp�D L4x4x1/4x12" EA SIDE OF POST. AND BULKHEAD SHALL ONLY BE UTILIZED FOR LATERAL BRACING. • "BB1" INDICATES BOXED BEAM: (2)100OS162-68 W/ 362T125-68 TOIL AND BOT POST F BO ATTACH TO EXIST BEAM Wj (4) t2• COLD—FORMED LIGHT GAUGE STEEL MEMBERS SHALL BE DESIGNATED USING (� Of • "BP1" INDICATES BOXED POST. (2) 3625162-43 W/ (2)362T125-68. TOP OF POST = NDUSTRY STANDARD DESIGNATION AS FOLLOWS: ALL NOTED DIMENSIONS ARE APPROXIMATE. COORDINATE WITH FINISH ARCHITECTURAL UNDERSIDE OF EXIST STRUCTURE ABOVE r0.145*0 POWER ACTUATED DIMENSIONS TYPICAL "BP2" INDICATES BOXED POST. (2) 362S162-43 W/ (2)362T125-68 TOP OF POST = CONT TRACK ON BOXED FASTENERS MIN TOP OF SUPPORTED BOXED BEAM BEAM FOR VERT STUD 3/4 0 A325 THRU BOLT IN LONG N ALL STUD MEMBERS FORMING BOXED BEAMS AND POSTS SHALL BE CONTINUOUS WITHOUT "J1" INDICATES STOREFRONT SOFFIT FRAMING: 3625162-43 AT 16" O.C. MAX. SUPPORT, SEE DET 2 VERT SLOTS IN ANGLES C1,, (y Cy SPLICES —� 362 S 162 - 33 ( �} � T BOXED BEAM (12)#12 SCREWS AT WEB DEPTH TO 2 DECIMAL BEAM AND POST SEE DETAIL 4 �COMPONENTYP T ASSEMBLY BEAM p POST CONNECTION. SEE DETAIL 5 FOR BOXED AND (6) #12 SCREWS AT PLACES (3 5/8" INDICATED) THICKNESS IN MILS (20 GA. • } EACH FLANGE OF TRACK SHAPE OF MEMBER INDICATED) Z ("S" = C—STUD) FLANGE WIDTH TO 2 DECIMAL W 0 PLACES (1 5/8" INDICATED) Of STOREFRONT SUPPORT PLAN BOXED BEAM, "=11—o" CREWS AT SEE PLAN , 1/4 TYP S(4) CORNERS O.C. 362T200-68 (12BOXED POSTSEE PLAN LONG) (2)362T200-68 (NESTED) TO FORM z " POST BASE. ATTACH TO CONC SLAB C COMPONENT COMPONENT STUDS, SEE BOXED BEAM TO EXIST W/ (2) 3/8'fx 2 1/4" EMBED HIL11 TRACKS, SEE PLAN PLAN (NO SPLICE COLUMN CONNECTION BOLTS KWIK HUS EZ (ICC—ESR# 3027) ALLOWED) SIMILAR MIN. TYP. z NOTE: BASE ATTACHMENT (2)#10 SCREWS EA. FACE OF POSTTYP Q TYP AT ALL POSTS. , PNYP BOXED BEAM OR POST TYP BOXED BEAM TO POST CONN G O TS 3/Y4 —0" _ n— V) EXIST UPPER LEVEL �� CONIC FLOOR SLAB VIF 16GA CUP ANGLE W/ 3/8-Ox 2 1/4" EMBED HILTT f EXIST UPPER LEVEL EXIST UPPER LEVEL BOLTS KWIK HUS EZ CONC FLOOR SLAB VIF CONC FLOOR SLAB VIF (ICC—ESR# 3027) MIN. TYP. EXIST LANDLORD BULKHEAD VIF VERT STUDS BEYOND AT EA CONT 362T250-68 DEFL TRACK W/ (2) 0.145"0 T XIST STEEL END OF SLIDING PARTITION FOR BOXED XIST STEEL _ T EXIST STEEL POWER ACTUATED 18'-3w'—AFF VIF BOXED BEAM SUPPORT 18—3 A F Vii _...,__..., _ 18--3" AFF VfF — D PRO 'p TO EXIST 4sE a� BEAM (ATTACH TRACK TO { GC NOTE — ROLUNG GRILLE �g �` GIN 82861 PE FLOOR SUNDERSIDLAB AT 1E OF 1 SIM POSTS TO BE BRACED AT THIS BULKHEAD VIF EXIST LANDLORD BULKHEAD VIF 1 / )�� LEVEL, COORD W/ MANUR I (4)#8 SCREWS TYP (4)#8 SCREWS TYP � OREGON ALL CONN UNO (4)#8 SCREWS TYP ALL CONN UNO — ALL CONN UNO 9 �gYt2,2�°9 CA P B 0 TABUU<HFF HEAD _ B XIST BULKHEAD -_--- _ — — -- ----- B E ISTAFBFU BULKHEAD � ASmy N VIF ------------- EXIST STL BEAMS, VIF i EXIST STL BEAMS, VIF EXIST STL BEAMS, VIF 3625162-43 AT 16 3625162-43 AT 16 O.C. ALL , 362S162-43 AT 16 O.C. ALL VERT AND VERT AND HORIZ STUDS UNO i i CONT 362T250-68 DEFL O.C. ALL VERT AND CONT 362T250-68 DEFL TRACK HORIZ STUDS LINO 362SA62-43 DIAGONAL i i ;' TRACK W/ (2) 0.145"0 HORIZ STUDS UNO W/ (2) 0.145.0 POWER ACTUATED REVISIONS STUDS TYP. ATTACH TO i i ;' POWER ACTUATED FASTENERS TO EXIST BEAM 362S162-43 EA VERT STUD W/ FASTENERS TO EXIST 362Si 62-43 AT AT 48" O.G. (2)#8 AT EA SCREW BOXED BEAM AT TOP OF ___-- _ -- --____-- 1 BEAM 4$" O.C. UGHTBOX: (2) 6005162-43 2S162-43 T 48" O.C. W/ (2) 362TI25-68. DOUBLE , TYP CONN OF VERT FULL HEIGHT VERT STUDS EA • BEYOND ON E k SIDE OF DIAGONAL STUD AND HORIZ STUDS AT SIDE OF BOXED BEAM ��' ROLLING PAR ON BRACE, SEE PLAN BOXED BEAM: CONT , , i BOXED BEAM CROSS LENGTH DIAGONAL 5711 BRACE, SEE PIAN 362T125-68 W/ (2) 68 VERT STUDS BEYOND UGHTBOX. SCREWS AT 12" O.C. DOUBLE STUDS AT EA ENDf OF S162N 43/ (2)N: (2) i TO BOXED BEAM i ��'� 362T125-611 B SOFFIT — i_ _ -------- 12--G- EXTEND HORIZ STUDS ACROSS BEYOND SLIDING PARITION TYP SHEET NAME TYP INTERIOR SUSPENDED CEILING B SOFFIT 64 B SOFFIT AS SCHEDULED ON ARCH y11--o- AFF —0 AFF STOREFRONT SUPPORT PLAN 18 GA FURRING CHANNELS AS 18 GA FURRING do DETAILS REQUIRED FOR FINISH CHANNELS AS REQUIRED DIMENSIONS, TYP ALL SPACES FOR FINISH DIMENSIONS, BOXED BEAM, SEE PLAN BOXED BEAM, SEE PLAN TYP ALL SPACES BOXED BEAM, SEE PLAN SLIDING PARTITION BY OTHERS, SHEET NUMBER SEE ARCH AND PLAN TYP STOREFRONT _ TYP STOREFRONT GLAZING, SEE ARCH SEE DETAIL 1 FOR SEE DETAIL 1 FOR GLAZING, SEE ARCH MORE INFORMATION MORE INFORMATION SECTION SECTION SECTION 3/4"=1'-0" 2 3/4"=1'-0" 3/4"=1'-0"