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Home My WebLink AboutB12-0488 CR1 plans� 675 LIONSHEAD PLACE BUILDING "D" LEVEL TWO RETAIL P214, VAIL CO 81657 SYMBOLS REFER TO FLOOR, REFLECTED CEILING, MECHANICAL, PLUMBING AND ELECTRICAL PLANS FOR ADDITIONAL SYMBOLS. NEW LEVEL E�EVArio►v A.F.F. ELEVATION INDICATOR EXISTING LEVEL� ELEVATION A.F.F. xx DETAIL REFERENCE AX.X XX � INTERIOR ELEVATION � ax,x XX REFERENCE XX X WALL TYPE TAG O DOOR TAG Ox WINDOW TAG xx FINISH TYPE TAG AX.X REVISION CLOUD & TAG X � SECTION CUT INDICATOR X KEYNOTE INDICATOR Ax.x A GRID LINE LEASE/PROPERTY LINE MATCH LINE CENTER LINE ABBREVIATIONS AFF ABOVE FINISH GA GAUGE R RISER/RADIUS FLOOR GALV GALVANIZED RA RETURN AIR ALT ALTERNATE GC GENERAL CONTRACTOR RB RUBBER BASE ALUM ALUMINUM GL GLASS/GLAZING, GRIDLINE RCF' REFLECTED CEILING ANOD ANODIZED GYP GYPSUM WALL BOARD PLAN ARCH ARCHITECT(URAL) GWB GYPSUM WALL BOARD RD ROOF DRAIN AT ACOUSTICAL TILE HB HOSE BIBB RE: REFER/REFERENCE HC . HOLLOW CORE REQ'D REQUIRED BD BOARD RET RETAINING BLDG BUILDING HCHB HOLLOW CORE/ REV REVISION/REVISED BLK(G) BLOCK(ING) HARDBOARD FACE RM ROOM BM BEAM HDCP HANDICAPPED RO ROUGH OPENING BOC BOTTOM OF HDR HEADER SAC SUSPENDED ACOUSTIC CONCRETE HDWD HARDWOOD CEILING BOT BOTTOM HDWR HARDWARE HM HOLLOW METAL SAT SUSPENDED ACOUSTIC BRG BEARING HORIZ HORIZONTAL TILE BUR BUILT-UP ROOF HT HEIGHT SC SOLID CORE HTG HEATING SCHB SOLID CORE/ CFCI CONTRACTOR HVAC HEATING, VENT., AIR COND. HARDBOARD FACE FURNISHED/ SD STORM DRAIN CONTRACTOR �D INSIDE DIAMETER SECT SECTION INSTALLED INT INTERIOR SF STOREFRONT CL CENTERLINE SIM SIMILAR CLG CEILING JST JOIST SM SHEET METAL CLR CLEAR �T JOINT SPEC SPECIFICATION(S) CMU CONCRETE SS STAINLESS STEEL MASONRY UNIT LAM LAMINATE(D) STD STANDARD COL COLUMN STL STEEL LAV LAVITORY CONC CONCRETE STRUC STRUCTURAL CONST CONSTRUCTION LL LANDLORD SUSP SUSPENDED CONT CONTINUOUS LWC LIGHTWEIGHT CONCRETE SSD SEE STRUCTURAL DRAWING; C CONTRACTOR MAS MASONRY T TREAD CPT CARPET T&B TOP AND BOTTOM CS COUNTERSUNK MATL MATERIAL T&G TONGUE AND GROOVE CT CERAMIC TILE M'� MAXIMUM TEL TELEPHONE MECH MECHANICAL MFR MANUFACTUR[R TEMP TEMPERED DBL DOUBLE MIN MINIMUM TG TEMPERED GLAZING DET DETAIL MISC MISCELLANEOUS THK THICK DF DRINKING FOUNTAIN MO MASONRY OPENING TJ TOOLED JOINT DIA DIAMETER MTD MOUNTED TOG TOP OF CONCRETE DIFF DIFFUSER MTL METAL TOM TOP OF MASONRY DIM DIMENSION MS METAL STUD TOS TOP OF STEEL DN DOWN TdW TOP OF WALL DR DOOR TYP TYPICAL DWG DRAWING N NORTH UON UNLESS OTHERWISE NIC NOT IN CONTRACT NOTED NOM NOMINAL VB VAPOR BARRIER (E) EXISTING NTS NOT TO SCALE VERT VERTICAL EA EACH VIF VERIFY IN FIELD EJ EXPANSION JOINT OC ON CENTER �/WC VINYL WALL COVERING EV ELEVATION pp OVERFLOW DRAIN/OUTSIDE W WITH ELEC ELECTRIC(AL) DIAMETER W/p WITHOUT EMER EMERGENCY OFOI OWNER FURNISHED OWNER WC WATER CLOSET EP ELECTRICAL PANEL INSTALLED 1/VD WOOD EQ EQUAL OFCI OWNER FURNISHED Wp WATERPROOFING EQUIP EQUIPMENT CONTRACTOR INSTALLED WDW WINDOW EWC ELECTRIC WATER OPNG OPENING WWF WELDED WIRE FABRIC COOLER OPP OPPOSITE EXP EXPANSION XFMR TRANSFORMER EXT EXTERIOR PART BD PARTICLE BOARD PIP POURED IN PLACE FA FRESH AIR PL PLATE FAX FACSIMILE PLAM PLASTIC LAMINATE FD FLOOR DRAIN PLYWD PLYWOOD FIN FINISH(ED) PNL PANEL FLR FLOOR PR PAIR FLUOR FLUORESCENT PSF POUNDS PER SQUARE FOOT � FO FINISHED OPENING PSI POUNDS PER SQUARE INCH ¢ FOC FACE OF CONCRETE PVC POLYVINYL CHLORIDE rn � FOM FACE OF MASONRY �, FOW FACE OF WALL QT QUARRY TILE o FR FITTING ROOM `= FURR FURRING N � PROJECT LOCATION - �ICINITY MAP �='�a��,p. � � ' . �� , ��-�� , � �� x �� , ;� , � � � � � ' r , F.,��. �.N � ��, , , _ ,.. �,,. � N� k �.: ��, �°,�4 � � �� ; , [ : � � ., '� �'�� ;`� '��I[��.P.#`tir,:�� ; ` sr�;��, �,w � �;E�� ,, � , � �{�� , ��,� ��_ �c,�� ; .,,e _, . � w; � �.�. �� '��, ; , ��, �i y�a � �� , °� ��,� t�� c�s- �;a�� ,� �tii �r� p�,:% �. � �,� �� °: � ��'�:� �c`�''�r'��.St�� r� � � � � � ��r � `��°�s�r �� UAI L, C0 SI TE N �`,�� ::, �"��r a ��,.. - NOT TO SCALE TRUENORTH SITE PLAN VA L SQU ARE ��:SILVER N � NOT TO SCALE TRUE NORTH PROJECT CONTACTS BUSINESS TENANT QUIKSILVER, INC. 5600 ARGOSY CIRCLE #100 HUNTINGTON BEACH, CA 92649 TEL: 714.889.6004 FAX: 714.$89.7194 ATTN:JOHNJACKSON JOHN.JACKSON@QUIKSILVER.COM LANDLORD VAIL RESORTS DEVELOPMENT COMPANY PO BOX 959 137 BENCHMARK ROAD AVON, CO 81620 TEL: 1-888-677-3361 ATTN: CODY 0'KELLY COKELLY@VAILRESORTS.COM ARCHITECT 0� RECORD CORTLAND MORGAN 711 N. FIELDER RD. ARLINGTON, TX 76012 TEL: 817.635.5696 FAX: 817.695.5699 ATTN: TRICIA RUSSELL TRICIA@CMAIA.NET PROJECT COORDINATOR CARYN BAILEY 1286 UNIVERSITY AVENUE #137 SAN DIEGO, CA 92103 TEL: 619.991.8194 FAX: 619.546.4203 ATTN:CARYN BAILEY LOCAL BLDG. AUTHORITY TOWN OF VAIL 75 S. FRONTAGE RD. VAIL, CO 81657 TEL: 866.650.9020 TEL: 970.479.2100 j/ / / / / : / / / / / / / / / / / // / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / /: / / / / / / / / / / / / / / / / / / / / / // / / / / / / / � I I / : • '� •� : / j- - � • • � % � % / / / / / / / / / / / / / / / / / / / / / / / / . Y/ / // / / / / / / / / / / / // / // / / / / / / / / / / / / / / / / / / // / / // / / / / / / / / / //% i�%// / // // // % ///// / / / // / / / // / / /// / / / / / / /// / / /// / // // / ///// // / // / // / /// / / //// /// / / //% � I � � � . • . � � � . � % ' � ' � •' � ' ' � � � � I/ �� % / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / / / / / / / // // / / / / / / // / / / / // / / / / / / / / / / / / / / / / / / / //% SCOPE OF WORK REMODEL WORK - INTERIORS ONLY OF EXISTING QUIKSILVER STORE REPLACING EXISTING EXTERIOR SIGNS AND INTERIOR FINISHES NEW WORK TO INCLUDE: EXTERIOR SIGNAGE( UNDER A SEPARATE PERMIT); DEMO OF (3) INTERIOR NON-BEARING WALLS; MINOR FL0C7RING REPAIR; NEW WALL FINISHES AND FIXTURES; REPLACE (4) LIGHTING FIXTURES WITH NEW (EQUAL ELECTRICAL VALUE) LIGHTING FIXTURES APPLICABLE CODES ALL WORK SHALL BE IN CONFORMANCE WITH, BUl' NOT LIMITED TO, THE REQUIREMENTS OF l'HE FOLLOWING AND ANY OTHER STATE AND LOCAL CODES HAVING JURISDICTION. BUILDING: 2009 INTERNATIONAL BUILDING CODE MECHANICAL: 2009 INTERNATIONAL MECHANICAL CODE PLUMBING: 2009 INTERNATIONAL PLUMBING CODE FIRE: 2009 INTERNATIONAL FIRE CODE ENERGY: 2009 INTERNATIONAL ENERGY CONSERVATION CODE ELECTRICAL: 2011 NATIONAL ELECTRICAL CODE ACCESSIBILITY: 2009 INTERNATIONAL BUILDING CODE CODE ANALYSIS PROJECT NAME PROJECT ADDRESS OCCUPANCY CLASSIFICATION(5): BUILDING CONSTRUCTION TYPE SPRINKLERED: U.R.M: NUMBER OF STORIES: SQUARE FOOTAGE OF TENANT SPACE(S): QUIKSILVE : VAIL 675 LIONSHEAD PLACE BUILDING "D" LEVEL TWO RTAIL P214 VAIL, CO 81657 M I-B YES � NO ❑ N/A 2 STORY 3,062 S.F. INDEX OF DRAWINGS SHEET DESCRIPTION TITLE SHEETS T1-1 TITLE SHEET / INDEX T1-2 PROJECT REQUIREMENTS SPECIFICATIONS SP1-1 SPECIFICATIONS SP1-2 SPECIFICATIONS SP1-3 SPECIFICATIONS SP1� SPECIFICATIONS ARCHITECTURAL A00-1 DEMO PLAN A10-1 NEW FLOOR PLAN A10-2 FINISH PLAN, FURNITURE, FIXTURES AND EQUIPMENT PLAN A20-1 REFLECTED CEILING PLAN A30-1 NOT USED A40-1 INTERIOR ELEVATIONS A40-2 INTERIOR ELEVATIONS A50-1 STOREFRONT ELEVATIONS ELECTRICAL E-1 ELECTRICAL LIGHTING PLAN E-2 ELECTRICAL POWER PLAN EXISTIN� EXIT PLAN / OCCUPANCY LOAD CALCUL/�TIONS: NO CHANGES TO CURRENT SPACE �F� � � � NES1EOiABL"c � D 47 � p NESiEO LL� Vil '�1Y iIBLE F �r � �ES�� 3 rnaze �� tWAY � 4WAV � �o „� ,m �� T8 NCEBfu N 2nCC.GH',0 U �wl II � wuLFl%NFEIVP. '�E �' _ �� sE � PJiFORM [� ,�, � fJ PWAY _...___ � tWAY � �,��r � � °��r SALES AREA CoAt �I � lul � � 47 0 -- BI��K WPLN'Ji � �iBS� INEFDGE }WAY BLE �MI wesreorne�e '� � ��RY � NNTAGERIIG N '�' ,ra��P � BRCICIi WALLFI%iUREM'. E1'�l1'EM 1tt�0'94CNl4RM //////////////////////////////////////////////f/////.Y//////f'/////////////////////% �' I�� • •- - •- % I� j . � - . % � �.. . � . . % � � % / / / / / / / / / / / / / / / / / / / / / / / / / / // / / / / / / / / / / / / / / / / // / / / / / / / / / / l / / // / / / / / / / / / / / / / / / / / / / / / % �a STOCK ROOM PLAN DISTRIBUTION / ISSUE LOG INTERIOR PKG TO QUIKSI�.VER FOR DISTRIBUTION INTERIOR PKG REVISED DRAbVINGS DWG SET CITY REVISION DELTA 1 I DELTA 2 C: � �aTE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. � ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 � � 0 � OCCUPANCY LOAD CALCULATIONS AND REQUIREMENTS: OCCUPANCY OCCUPANCY LOAD AREA LOAD FACTOR SALES AREA 30 2,708 91 STOCKROOM 300 353 2 TOTAL: 93 EGRESS WIDTH PER SECTION 1005: ALL COMPLY BACK DOOR: 93 X.2 = 19" -(E) DOOR = 36" FRONT ENTRY: 93 X.2 = 19" -(E) DOORS = 72" MAX. DISTANCE TO EXIT 250'-0" WITH SPRINKLERS PER SEC. 1016.1: COMPLIED WITH MAX. TRAVEL DISTANCE TO EXIT = 75'-0" PER TABLE 1021.2: COMPLIED WITH EXIT REQUIREMENTS DUE TO OCCUPANCY PER CH 10. PANIC HARDWARE AND UNLOCKED EXIT WITH PROPER SIGNAGE POSTED PER SEC. 1008.1.9.3 HAS BEEN PROVIDED. MINIMUM NUMBER nF EXITS REQUIRED: (2) EXITS REQUIRED = (2) EXITS PROVIDED. • ALL EXISTING PORTABLE FIRE EXTINGUISHER/S WILL BE REQUIRED TO HAVE CURRENT INSPECTION TABS. . NEW PORTABLE FIRE EXTINGUISHERS MUST BE 2A-10L6. MIN ONE PER 1500 S.F. WITH SALES RECEIPT. 09.04.12 09,14.12 10.22.12 DEFERRED SUBMITTALS 1. SIGNAGE DRAWINGS 2. FIRE ALARM DRAI►JINGS (IF REQUIRED) 3. LOW VOLTAGE WIRING (IF REQUIRED) 4. FIRE SPRINKLERS. ANY CHANGES TO THE EXISTING FIRE SPRINKLER SYSTEM MUST BE PRE—APPROVED BY THE LOCAL FIRE MARSHAL. PLANS FOR THE DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED IN A TIMELY MANNER THAT ALLOWS A MINIMUM OF 30 WORKING DAYS FOR INITIAL PLAN REVIEW. ALL COMMENTS REIATED TO THE DEFERRED SUBMITTAL MUST BE ADDRESSED TO THE SATISFACTION OF THE PLAN CHECK DIVISION PRIOR TO APPROVAL OF THE SUBMITTAL ITEMS. 1 �..I.� 1� � w � � U � � � � � � �' � � U o0 I�JI � \ � > � � °° o � � L_LJ \ � � _ �� c� � O � � �- � � W o NO �_ NU � �� w � m l.() -J � � � 1_.[� � � � � � �. � '� -� � � � - ' �. . � � + /'� �� , ��`,,�� °� �,�.�� REVISIONS DELTA 1 10.22.12 TITLE SHEET/INDEX SHEET NUMBER � ADDITIONAL NOTES THE GENERAL CONTRACTOR SHALL COMPLY WITH THE FOLLOWING: 1. DO NOT ABANDON ANY UTILITY OR MATERIAL WITHIN THE LEASE SPACE; REMOVE BACK TO SOURCE. COVER RETURN AIR OPENING BEFORE AND DURING CONSTRUCCION. 2. SECOND FLOOR TENANTS TO FIELD VERIFY LOCATION OF HVAC SUPPLY AND RETURNS LINES, LOCATED IN THE FLOOR. 3. G.C. TO REPAINT AND/OR REPAIR LANDLORD PROPERTY (NEUTRAL PIERS, BULKHEAD, REAR CORRIDOR, ETC.) DAMAGE DURING TENANT IMPROVEMENTS. 4. G.C. SHALL PERFORM FIRST CLASS WORKMANSHIP. ACCEPTANCE CONTINGENT UPON LANDLORD APPROVAL. 5. G.C. TO COORDINATE CONSTRUCTION INCLUDING ANY SPECIFIC REQUIREMENTS WITH MALL AUTHORITY, ALL REUSED MATERIAL AND EQUIPMENT MUST BE REFURBISHED TO LIKE NEW CONDITION. 6. ALL PENETRATION OF OR MODIFICATION TO STRUCTURAL STEEL OR CONCRETE MUST BE COORDINATE WITH LOCAL MALL AUTHORITY. 7. ALL MATERIALS USED IN THE SPACE MUST BE ASBESTOS FREE. 8. IT IS THE RESPONSIBILITY OF THE TENANT AND THE TENANTS G.C. TO COMPL WITH ALL APPLICABLE LAWS CONCERNING HAZARDOUS MATERIALS. THE TENANT SHALL NOT PERMIT INSTALLATION OR USE OF ANY HAZARDOUS SUBSTP;NCES IN ANY COMPONENTS DURING ITS TENANCY. 9. IT IS THE RESPONSIBILITY OF THE G.C. TO FIELD VERIFY EXISTING CONDITIONS AND DIMENSIONS. 10. NOTHING SHALL BE ATTACHED TO OR SUSPENDED FROM THE ROOF JOIST UNLESS APPROVED BY LANDLORD. 11. G.C. IS REQUIRED TO FRAME, BRACE AND/OR SUSPENDED AS REQUIRED TO/FROM THE METAL ROOF DECK ABOVE, NOT THE ROOF JOIST, UNLESS APPROVE BY LANDLORD. G.C. SHALL TAKE GREAT CAUTION WHEN FASTENING TO DECK AND MUST NOT PENETRATE/DAMAGE ROOF MEMBRANE OR COMPROMISE STRUCTURAL INTEGRITY OF THE ROOF DECK. 12. IT IS THE RESPONSIBILITY OF THE G.C. TO FIELD VERIFY EXISTING ELECTRICAL SERVICE AND TO MAKE ANY/ALL MODIFICATIONS REQUIRED TO ENSURE THAT THE TOTAL CONNECTED LOAD DOES NOT EX�EED ELECTRICAL SERVICE. 13. NEW SLABS OR TOPPING TO BE 4,000 PSI WITH 6X6 #10 W.W.M. ON COMPACTED FILL AND 4 MIL VAPOR BARRIER T0 EXTEND VERTICALLY AT EXISTING MALL SLAB AND TILE MUD BED. 14. 4" HIGH N'ATERPROOF MEMBRANE REQUIRED AT TOILET WITH DEEP SEALED FLOOR DRAINS AND 4" CLEAN OUT IN CORF�IDOR. 15. EXPOSED DECK AND STRUCTURE TO BE DETAILED FOR EXPOSURE PER SPEC. ALL NEW CONDUITS, DUCTWORK AND PIPING SHALL BE GANGED TOGETHER AND RUN PARALLEL OR PERPENDICULAR TO LEASE LINE. AL EQUIPMENT (GRID, PIPES, DUCTS, FIXTURES, ETC.) SHALL BE HUNG BY RODS (NOT WIRE) IN A STRAIGHT, CLEAN MANNER, QUCT WORK TO BE ROUND AND SPIRAL WITH NO EXTERIOR INSULSTION. G.C. SHALL PROVIDE FIRE EXTINGUISHERS PER THE FOLLOWING REQ.: FIRE EXTINGUISHERS SHA�L BE 5 LB. CLASS ABC MULTIPURPOSE DRY CHEMICA� BEARING 2A-10B:C U.L. LABEL (MODEL #MP5 AS MFD. BY LARSENS OR EQUTAL.) WALL MOUNTED EVERY 3,000 S.F. WITH TRAVEL DISTANCE TO EXTINGUISHER NOT TO EXCEED 75' FROM REMOTE LOCATION IN PREMISES. THE G.C. SHALL PROVIDE SHOP DRAWINGS, SPECIFICATIONS, CUT SHEETS AND/OR SAMPLES, AS SPECIFIED IN THE DIVISION OF WORK, TO THE TENANTS PROJECTS ARCHITECT FOR APPROVAL, NO LATER THAN TWO WEEKS FROM AWARD OF THE PROJECT. � ¢ � M N 0 N � N � ADA ACCESSIB �ITY NOTES GENERAL NOTES • DOORS 01. The "Ger�eral Contractor" (G.C.) shall adhere to all design 20. The G.C. shall patch and repair existing surfaces as necessary 1 DOOR HARDWARE SHALL BE OF THE LEVER OR PUSH TYPE AND MOUNTED 30" TO 44 qnd construction criteria included in these construction before applying new finishes. All soft, porous, flaking or ABOVE THE FLOOR PER CODE. documents unless specifically modified by any Addendum or otherwise defective finishes will be removed before application Modifications issued prior to execution of a Contract for of new materials. Openings, voids, or unfinished surfaces 2 MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 8 1/2 PGUNDS FOR Construction. In addition, the G.C. shall observe the created by removal or modification of existing work shall be EXTERIOR DOORS AND 5 POUNDS FOR INTERIOR DOORS. SUCH PUSH OR PULL Landlord's Construction Procedures and General Rules. filled or patched and finished as necessary to match existing EFFORT SHALL BE APPLIED AT RIGHT ANGLES TO HINGED DOORS AND AT THE CENTER continuous surfaces or new finishes required. Specifically, floor PLANE FOR SLIDING DOORS WHERE FIRE DOORS ARE REQUIRED, THE MAXIMUM 02, The G.C. is responsible for all work indicated or inferred surface at entry shall be leveled to assure smooth surface for EFFORT TO OPERATE THE DOOR MAY BE INCREASED TO 15 POUNDS. REFER TO APPLICABLE CODE(S). on these construction documents unless specifically noted finish floor installation. "by others'� and/or "N.I.C." Also, in addition to their 3 REGARDLESS OF THE OCCUPANT LOAD, THERE SHALL BE A LEVEL FLOOR OR LANDING subcontractors, the G.C. is responsible for coordinating 21. The G.C. shall cut, drill, alter, reroute, remo�✓e or temporqrily ON EACH SIDE OF THE DOOR. THE FLOOR OR LANDING SHALL NOT BE MORE THAN and scheduling the work noted "by others.'� remove and re lace existin work as re uired for erformance 1/2" IOWER THAN THE THRESHOLD OF THE DOORWAY. NOTE: AN EXCEPTION IS of work described in the onstruction documents. P PERMITTED FOR EXTERIOR LANDINGS, WHICH MAY SLOPE UP TO 1/4" PER FOOT (2%) 03. Omitted IN ANY DIRECTION, FOR SURFACE DRAINAGE. REFER TO APPLICABLE CODE(S). 04. The G.C. shall verify dimensions of the existing space 4 THE LOWER 10" OF ALL UOORS SHALL BE SMOOTH AND UNINTERRUPTED TO ALLOW and of any existing construction to remain by actual 22, The G.C. shall leave no gaps and fill solid to piping and THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP measurement before any work is performed. The G.C. ductwork to maintain the structural integritV and required fire OR HAZARDOUS CONDITION. NARROW FRAME DOORS MAY USE A 10" HIGH SMOOTH shall be responsible for correcting any and all rating of the demising walls. PANEL ON THE PUSH SIDE OF THE DOOR. discrepancies found after the work is performed, at no additional expPnse to the Tenant. All dimensions are to • SANITARY FACILITIES C NOT IN CONTRACT the face of finish GWB unless otherwise noted. All 23. All plywood framing shall be pressure treated and fire DOORWAYS LEADING TO THE NIT ILITIES SHALL BE IDENTIFIED BY elevations are noted from finish floor elevations. retardant. The G.C. shall provide lumber certificates to the EQUILATERA� TRIANGLE 1/4" HI DGE 12 LONG AND A VORTEX PO�NTIN 05. The G.C. should verify all site dimensions related to Tenants Project Manager and the Building Official as required. UPWARD. WOMEN'S FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 1 I millwork in thP field after layout. Field conditions DIAMETER. UNISEX FACILITIES SHALL BE IDENTIFIED BY A CIRCLE WITH A TRIAN Q�tering any dimensians should be immediately brought SUPER OS R E A TH 12" . T UIRE to the attention of the Tenants Project Manager. 24. The G.C. shall provide and install adequate blocking and SYMB H ON D R 60". IDE backing for all wall-hung and wall-supported items, and shall ADDIT E E IRED PP C . 06. The G.C. must immediately notify the Tenants Project Mana er of an discre ancies in the construction coordinate installation of blocking where applicable. 6 DDITIONAL SIGNAGE REQUIREMENTS: RAISED LETTERS SHALL BE PROVIDED A SHAL g y p ACCOMPANIED BY BRAILLE IN CONFORMANCE WITH BUILDING CODES. TH SHAL documents and shall not proceed or allow INSTALLED ON THE WAL C 0 TCH OUTSIDE OF THE DO . sub-contractors to proceed with work in those area5 25. All hangers, channels, rods and other miscellaneous support ERE THERE IS NO WALL SIDE, INCLUDING AT DU E I_EAF until said discrepancies are resolved. steel shall be furnished and installed by the G.C. as necessary RS, SIGNS SHALL BE P T T ADJACENT WALL, PRE ABLY ON for proper support of suspended/ supported equipment and T RIGHT. MOUNTING HEI T S HE5 ABOVE THE FINISH OOR TO 07. When changes are required, due to any reason, shqli be fastened to steel, concrete, or masonr T CENTER LINE OF THE N. IN LO TION SHALL BE DEfER ED SO notify the Tenants Project Manager immediately and y� TH PERSON MAY APPROACH WITHIN 3 INCHES OF SIGNAGE WITHOU rior to erformin an of the work in this area. EN NTERING PROTRUDING OBJECTS OR STANDING WITHIN THE SWING A DOOR. P P 9 Y Changes that aiter the contract amount must have 26. G.C. to clean and repair HVAC difussers as required. 7 LAVA IES SHALL BE MOUN E I COUNTER SURFAC 0 HIGHER the written authorization of the Tenants Project THAN " ABOVE THE FINISH F OR T CLEARANCE OF LEAST 29" Manager prior to the commencement of such work. FROM FLOOR TO THE B OM F A WITH KNEE CL CE UNDER T 27. The G.C. shall coordinate installation and placement of light FRONT EXTENDING A MINIMUM OF 30" IN WIDTH AND 8" MINIM DEPTH AT TFiE 08. The G.C. shall layout all work and be responsible for fixtures and millwork with the millwork subcontractor. TOP. T CLEARANCE SHALL BE THE SAME WIDTH AND SHALL B MINIMUM OF 9� all lines, grades, elevations and measurements af the HIGH FR 7 UM F ONT OF THE building and verify all dimensions and details prior to LAVATORY. starting constructions. Figured dimensions take 28. Omitted g HOT WATER D ? R A BE TED OR OTHERWI precedence over scaled drawings. COVERED. RE SHALL BE NO SHARP OR ABRASIVE SURFAC UNDER LAVATORIES. 29. The G.C. shall provide caulk joints where GWB meets the floor 09. The G.C. shail provide shop drawings, specifications, cut or roof deck. g CONTROLS F WATER CLOSEf FLUSH VALVES SHALL BE MO ED ON THE WIDE SID sheets and/or samples, as specified in the Devision of OF TOILEf AR Work, to the Tenants Pro'ect Mana er for a roval, no ) 9 PP 30. All paint shall be as specified and furnished and installed by p WATER CLOSET URINAL FLUSH VALVE CONTROLS, AND CET AND OPERATING later than two weeks from award of the project: G.C. except where otherwise specified. MECHANISM CON LS, SHALL BE OPERABLE WITH ONE H , SHALL NOT REQI;IRF TIGHT GRASPING, CHING, OR TWISTING OF THE WRIST, SHALL BE MOUNTED N 10. All work shal) be done in accordance with MORE THAN 44" VE THE FLOOR. applicable codes and to the highest standards 31. The G.C. is responsible for providing a smooth clean floor 1 THE FORCE REOUI TO ACTIVATE WATER CLOSET AND INAL FLUSH VALVE of trade practice. surface for the installation of tile fiooring. CONTROLS, AND FA AND OPERATWG MECHANISM ROLS, SHALL BE NO GREATER THAN 5 LB 11. The contractor shall remedy without cost to the Owner, any de`ects due to faulty workmanship. 32. The G.C. will set all ceilings and soffits using a laser level to 2 SELF-CLOSING FAUCE ONTROL VALVES ARE AL�OW IF THE FAUGEf REMAINS OPE achieve a ceiling that is plumb, level, and square to all walls FOR AT LEAST 10 SEC S. 12. The G.C. shall coordinate work of various trades in and soffits. 3 THE STRUCTURAL STREN OF GRAB BARS, FAST RS AND MOUNTING DEVICES installation of interrelated work. Before installation or SHALL MEET THE SPECIFI IONS OF THE APPLIC BUILDING/PLUMBING CODE�S). work by any trade begins, make proper provisions tc 33. All interior finishes (floor, wall and ceiling� and trim materials THE GRAB BAR AND ANY L OR SURFACE ADJ NT TO IT SHALL BE FREE OF AN avoid interferences. Changes required in work caused SHARP OR ABRASIVE ELEM S. EDGES SHALL E A MINIMUM RADIUS OF 1/8". by neglect to do so shal) be made at no cost to shall meet applicable codes for flame spread ratings. the Owner. This shall include work performed by any . SINGLE ACCOMMODA N FACILITIES ISEX Owner Subcontractor as well as those under contract 34. Omitted to the G.C. 4 THE WATER CLOSET SHALL B CATED IN ACE WHICH PROVIDES A MINIMUM 28 35. The G.C. shall notify and coordinate with fire marshal for CLEAR SPACE FROM A FIXTUR R 32" CL SPACE FROM A WALL ON ONE SIDE. 13. The G.C. is responsible for obtaining and paying for A MINIMUM OF 48" CLEAR SPA SHALL B ROVIDED IN FRONT OF THE WATER all permits and certificates unless otherwise indicated installation of fire extinguishers (as required�. CLOSET. as "b�� Owner", as well as all final inspections and RESTROOM FIXTURES AN CC ORIES the Certificate of Occupancy, and shall furnish copies ' thereof to the Owner. 36. All work, materials and equipment shall be guaranteed for a 14. The G.C. is res onsible for all tem orar ower as period of one year (minimum) from date of fina! acceptance. 15 IN NEW CONSTRUCTION, WATER CLO ACCESSIBLE RESTROOMS SHALL MEEf TH P P y P The G.C. shall provide the Owner with all equipment manuals, FOLLOWING REQUIREMENTS: necessary. warranties and operating instructions upon final acceptance. (a) THE CONTROLS SHALL BE OPER E WITH ONE HAND AND SHA�L NOT REQUIRE TIGHT GRASPING, PINCHING OR TWIST OF THE WRIST. 15. The G.C. is responsible for telephone equipment (b) THE CONTROLS fOR FLUSH VA HALL BE MOUNTED OIJ THE SIDE OF THE wiring and receptacles. The G.C. shall furnish a 3ite TOILET AREA (WIDE SIDE) AND BE E THAN 44" ABOVE THE FLOOR. THE telephone operating throughout the entire constru��ion 37. The G.C. shall supply all materials, labor and coordination FORCE TO ACTIVATE THE FLUSH V S L BE NO MORE THAN 5 POUNDS. Period. (Cellular or portable phones are not required for the installation of ali Owner supplied items as ermitted. described in the drawings. 16 LAVATORIES SHALL COMPIY WITH FOL ING REQUIREMENTS: P � (a) A MINIMUM OF 30" x 48" R SP SHALL BE PROVIDED IN FRONT OF TH 16. The G.C. and all subcontractors shal) remove trash and LAVATORY FOR FORWARD APPRO . THE R SPACE MAY INCLUDE KNEE AND TO 38. The G.C. is responsible for all floor and wall penetrations for SPACE BENEATH THE FIXTURE. debris daily from the tenant premises. The G.C. will electrical and mechanical work. All such openings shall be (b) THE CLEAR SPACE BEN LAVATORIE ALL BE A MINIMUM OF 29" HIGH x arrange for debris removal by a local sanitary company framed and reinforced. No penetrations shall be cut without 30" WIDE x 8" DEEP AT ThE P AND 9" HI x 30" WIDE x 17" DEEP AT THE crnd will be responsible for payment of fees for such BOTfOM FROM THE FRONT 0 HE FIXTURE. MAXIMUM HEIGHT OF THE uniess otherwise noted. The G.C. will coordinate prior authorization by the Landlord. COUNTERTOP SHALL BE 34" location of the dumpster with local officials and the (c) ALL HOT WATER AND AIN PIPES UNDER LAVATORY SHALL BE INSULATED. land lord. Fees incurred due to storage of trash will (d) THE FAUCET CONTRO AND OPERATING ME NISM SHALL BE OF THE TYPE N be the responsibility of the G.C. 39. The G.C. is required to carry and maintain the necessary REQUIRING TIGHT GRASPIN PINCHING OR TWISTIN F THE WRIST AND HAVE AN liability insurance - amounts as required by Landlord - as OPERATING FORCE OF N GREATER THAN 5 POU 17. The G.C. shall clean the site of all unnecessary debris well as workmen�s compensation or similar insurance in form (e) IF SELF-CLOSING ES ARE USED THEY SH REMAIN OPEN FOR AT LEAST 10 SECONDS. prior to starting construction, and shall keep the site and amounts required by law. Upon award of project, (f) THERE SHALL BE SHARP OR ABRASIVE SUR ES UNDER LAVATORIES. neat and clean at all times. The G.C. shall clean all Contractors shall forward copies of all such insurance binders doors, window glass, interior and exterior walls, ceilings to Owner. 17 ALL ASSEMBLED ACC IBLE ENTRANCES SHALL BE ID IFIED AS REQUIRED AND BE dnd floors, as well as all in5talled items (fixtures� VISIBLE FROM APPR HWG PEDESTRIANWAYS. before vacating the premises and Tenant move-in. I8 ALL REQUIRED �0 AYS SHALI BE 3'-0" x 6'-8" (MI U61). Tne G.C. shall provide "White Glove" Professional 40. The G.C. shall be responsible for coordination with separate cleaning. Subcontractors and Vendors to meet the project schedule. 19 HAND ACTIVATED RS SHALL BE OPERABLE WITH SINGL FFORT TYPE HARDWARE WITHOUT REQUIRI THE ABILITY TO GRASP THE OPENING DWARE. 18. F�or the duration of the construction period the G.C. , shall keep the work area secured when unattended and 41. Omitted _0 EACH SIDE OF ENTRANCE SHALL BE LEVEL WITH AN AR N THE DIRECTION OF THE DOOR SW OF AT LEAST 60" AND A LENGTH OPPOSIT HE DIRECTION OF TH shall supply a key to Tenant�s representative. The G. DOOR SWING 44" A5 MEASURED AT RIGHT ANGLES TO TH LANE OF THE DOCR C. is soley responsible for all materials delivered to 42. Omissions from the drawings and specifications of items IN ITS CLOS osITION. and stored on site and shall replace said materials at required to properly perform the work, such ps attachments, no cost to the owners if lost or stolen. bolts, han ers and other fastenin devices shall not ?1 FLOOR OR DING SHALL BE NOT MORE THAN 1/2" FROM TH RESHOLD OF THE g g DOORWAY A SLOPE NO GREATER THAN 1:2. 19. The G.C. will provide an on-site superintendent for the relieve the G.C. from furnishing and installing the same. > duration of the construction ro ect. It shall be the duty of the G.C. to procure from this office 2 FLOORS LL BE SLIP-�RESISTANT. P � al) necessary interpretations of the design drawings and ?3 CENTER GRIP OF OPERATING HANDLE OR SWITCHES SHALL BE LESS THAN specifications. 3�-0" MORE THAN 4'-0° ABOVE THE FLOOR OR WORKING PLA RM. ?4 BOTf OF THE MIRROR SHALL BE LOCATED WITHIN 40" OF THE FLO AND MUST `+3• It shpl) be the G.C.�s responsibility as coordinator to check EXTE TO A MINIMUM OF 74" ABOVE THE FLOOR. all dimensions and details on the shop drawings before submission. ?5 HEI OF CLOTHING HOOKS SHALL NOT BE GREATER THAN 48" FROM FLOOR. ?6 G BARS, FASTENERS AND MOUNTING SUPPORT SHALL BE ABLE TO WI TAND 25 P NDS POINT LOAD BEARING SHEAR AND TORSION. THE GRAB BAR AND Y WALL OTHER SURFACE ADJACENT TO IT SHALL BE FREE OF ANY SHARP OR ASIVE MENTS. EDGES SHALL HAVE A MINIMUM RADIUS Of 1/8". NOTE: GC TO VERIFY ALL MALL VENDOR REQUIREMENTS - ?7 VATORIES f,DJACENT TO WALL SHALL BE CENTERED 18" MIN. FROM SIDE W WITH SPRIPJKLERS, ROOFER, FIRE ALARM AND ANY OTHER RIM OF COUNTER NO HIGHER THAN 34" FROM FIN�SH F�oOR. REQUIRED. CONTACT MALL OPS DIRECTOR LOCATED ON ?8 SELF'-CLOSING VALVE;: �i0 REMAIN OPEN FOR AT LEAST 10 SECONDS. COVER PAGE FOR ALL REQUIRED VENDORS PRIOR TO COMMENCING WITH ANY WORK. • FITTING ROOMS ALL VENDORS ARE AT GC'S EXPENSE. THE ACCESSIBLE DRESSING ROOM SHALL HAVE A 24° BY 48" BENCH FIXED TO T WALL ALONG THE LONGER DIMENSIONS. THE BENCH SHALL BE MOUNTED 17" TO ABOVE THE FINISH FLOOR. RESPONSIBILITY SCHEDULE THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE TO SUPPLY AND INSTALL ANY ITEMS NOT LISTED AS BEING SUPPLIED BY OTHERS. DIVISION/ITEM/DESCRIPTION FURNISHED INSTA�LED REMARKS o ° o ° t- U¢ � U¢ � Z� � � O F- Z O o ° °z o ° °z U Y� � U Y�� J � W � J � w � � � � �' O �' � � �' � Z Z 3� o Z w�� o o � � � � o � � � � DIVISION 1: GENERAL DATA PERMITS, FEES & INSURANCE INSPECTIONS CONSTRUCTIc)N BARRICADE CLEAN UP INSURANCE JOB PHONE AND FAX DIVISION 2: SITE WORK SAW CUT SLAB TOPPING DIVISION 3: CONCRETE CONCRETE TOPPING/LEVELI CONCREfE SV�B i3ONCREfE �ji�y�[il��l DIVISION 5: METE MISC STL. SHAPE METAL STUCS A) INTERIOR B) FURRING C) GWB CEI STRUCTURAI STE DIVISION 6: W00 IG / SOFFIT FRAMING TUBING & PLASTICS INTERIOR PARTITION DEMISING WALLS FOR PILIASTERS LOOSE FIXTURES PERIMETER SALES WALL FIXTURES 7: THERMAL & MOISTURE PROTECTION 1� i�/_� I ��: a J: i i Z� l y DOOR HARDWARE FITTING ROOM DOORS AND HARDWARE DIVISION 9: FINISHES GYP. BD. DEMISING WALLS GYP. BD. AND OTHER INT. PARTITIONS GYP. BD. CEILING METAL CLADDING AT STOREFRONT FLOORS 1ST FLOOR BACK OF HOUSE 2ND FLOOR BACK OF HOUSE 7�■��■o■■ a�■■�■o�■ 0�� 0� �� -•_ ■0��■0■■ �0�� 0�� 0� 0� ■❑ ❑ 0 0 0 ❑ D TRANSITICN STRIPS AND THRESHOLDS � WALLS A PAINT � BASE A VINYL BASE AND ADHESIVE � B METAL BASE � C WOOD BASE � GWB CEI�ING Ai PAINT � I�]►9[.9[�]►if��llll,�1��11 DIVISION 13: SPECIAL CONSTRUCTION DIVISION 14: CONVEYINGS SYSTEMS DIVISION 15: MECHAIJICAL HVAC SYSTEM • A AIR HANDLER UNIT B MAIN DUCT WORK � C DISTRIBUTION DUCT WORM; • D DIFFUSERS AND GRILLS � E MISC. HARDWARE � F NEW FILTERS � PLUMBING AND PLUMBING FIXTURES • DIVISION 16: ELECTRICAL ELECTRICAL SYSTEM • A METER TRANSFORMER, MAIN DISTRIBUTION PANEL � B BALANCE OF ELECTRICAL WORK DOWNSTREAM OF MDP • C CONDUIT AND J-BOXES IN SL46 PER PLAN � LIGHT FIXTURES (SEE R.C.P. AND SCHEDULE) • EXIT SIGNS • LAMPS (SEE R.C.P. AND SCHEDULE) • TELEPHONE LINE - TENANT TO PROVIDE PHONE EQUIPMENT. • DATA LINES (IN CONDUIT AS REQ. BY CODE TENANT TO SPECIfY) PLASMA N • CABLE FOR PLASMA N • N WALL lJ u � �i n ❑ � � � � �: � u � C � C C �i � ❑ � ❑ � 0 0 � ❑ • • � • • • • • r7 r�^ `J - LOCAL BUILDING DEPARTMENT - LOCAL BUILDING DEPARTMENT IF REQUIRED PER LANDLORD FOR UND PREP RECEIVING FLOOR FIN. MATERI, EXISTING FILL IN AS REQUIRED - 3000 P.S.I. THIS DIVISION PARTITION TYPES AS REQUIRED - F.R.T. STOCK AND BACK ARFA (3/4" WHITE MELA G.C. TO RECEIVE, UNPAC, SHAKE OUT AND G.C. TO RECEIVE. UNPAC. SHAKE OUT AND REQUIRED REQUIRED P►1�59��7�11IH�I FOR ALL EXISTING DOORS READY FOR PAINT - SEE INT. ELEV. AND SCHEDULE READY FOR PAINT - SEE INT. ELEV. AND SCHEDULE CONCRETE TO RtMAIN CARPET TO REMAIN. PROTECT DURING CONSTRUCTION. SEE INT. ELEV. AND SCHEDULE SEE INT. ELEV. AND SCHEDULE SEE INT. ELEV. AND SCHEDULE SEE INT. ELEV. AND SCHEDULE SEE RCP NO WORK UNDER THIS DIVISION NO WORK UNDER THIS DIVISION NG WORK UNDER THIS DIVISION NO WORK UNDER THIS DIVISION NO WORK UNDER THIS DIVISION SYSTEM TO DATE: JOB N0: DRAWN: CHECKED: I C 0 R T L A N D M 0 R G A N ARCHITECT 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 �__I__� LL � � LI..� � � U � � � � � � � � U o0 � � \ � Q p op O � � � \� LJ.� �( � Z �` � � v � \� � Z � -J �WONO � � �U �" W m � -� � � � � � � � � �� ,D !' Rrr '� � � � � � � � � C� -�5�� h=.. C''.,�� \ �� y REVISIONS PROJECT REQU I REMENTS SHEET NUMBER � � a � � � N O N N � SPECI FI CATI 0�1 S SPECIFICATION INDEX 01010 GENERAL NOTES AND OUTLINE SPECIFICAfIONS 01300 SUBMITTALS 01700 PROJECT CLOSEOUT 02070 DEMOLITION 05410 LOAD-BEARING METAL STUD SYSTEM 05500 META! FABRICATIONS 1. Generai: The Contractor shall incorporate all mechanical, structural, and finishing work inside and out as called for in the plans and specifications to furnish a complete and operable building. This sholl include all labor and materials, transportation, apparatus, scaffolding, tools, etc., whether or not specifically includad all blocking and all other operations n�cessory for the entire completion of the work. 2. Mechanical Work: Plumbing, heating, and electrical worK shali include all new work required to furnish complete and functioning systems. 1010.02 - WORKMANSHIP 06200 FINISH CARPENTRY A. Intent: A complete structure and everything properly incidental thereto in �72%� FIRESTOPPING the contract documents shall be furnished and details of installation must conform to the highest standards of the trades. What may be called for in 08800 GLAZING the plan� and not in the specifications or vice versa shall be binding in 09100 METAL SUPPORT SYSTEM either case as if trie same has been called for in both. The failure to 0925U GYPSUM BOARD show or maintain in petty details shall not warrant the �mission of anything necessary for the proper completion of the work. Unless otherwise specified, �9310 CERAMIC AND STONE TILE each contractor shall supply all labor and material, transportation, U9660 RESILIENT TILE FLOORING apparat�,s, fuel, energy, light, scaffolding, tools, etc. necessary for the 09680 CARPET entire proper and substantial completion of his work and shall install, 09900 PAINTING maintain and protect the same. B. Quality: Workmanship shall be of the highest type and materials used or S E C TI 0 N O � O � O - specified of the best quality tf�at the market affords. All installations and applications shall conform to a manufacturer's specifications. G E N E R A L N 0 TE S A N D 1010.03 - CONTRACT DOCUMENTS: Contract e�ocuments consist of the 0 U TLI N E S P E C I F C A TI 0 N S �ontra�t, the invitation to bidders, the drawings and specifications, including all addenda and alterations made in the documents prior to their execution. PART 1- GENERAL REQUIREMENTS Anything called for by one of the contract documents and not called for by the others shall be of the like effect as if requi-ed or called for by ali. In case of discrepancies between the contract documents, the agreement shall 1010.01 - GENERAL CONDITIONS: The standard form of General Conditions, take precedence over all other documents, specifications shall take AIA Document A- 201 (Latest Edition) shall apply as the General precedence over drawings, and large scale details shall take precedence Conditions of the Specifications, excepting that the following articles of the over small scale details and drawings. In the absence of dimensions consult Supplementary General Conditions shall take precedence. Architect. Do nof scale any drawings. Any discrepancies between tfie contract documents shall be called to the attention of the Architect before proceeding with the work. A. The Contractor shall examine the premises with respect to the scope of 1010.04 - CONTRACTOR RESPONSIBILITIES work to be performed. A. Coordination of the Work: The general contractor shall coordinate the B. Work shall commence and continue until completion without undue delay. work of all sub-contractors and mechanical trades whether they receive their contract from the Contractor or the Owner. The Contractor's instructions shall be followed by all trades. C. Work shall be performed by mechanics weil versed in their respective trades and carried on in a workmanlike manner. B. Mechanical Trades: The mechanical trades shall install their work as rapidly as the other work permits, and shall complete this work by the time the other trades have finished. Each contractor shall submit shop D. The Contractor shall protect all existing viork to remain as i�. drawings as required before the work is started. 1010.05 - SEPARATE CONTRACTS: The Owner reserves the right to let other n r r shall afford other E. The Contractor shall remove from the premises all debris resulting from contracts in connection with the work. The Co t acto his work and excess materials, contractors reasonable opportunity for the introduction and storage of the except as otherwise directed by the Owner. materials and the exECUtion of their work and shall properly connect and coordinate his work with theirs. F. The Contractor shall give his personal superintendence to the work. and 1010.06 - EXAMINATION OF SITE AND DOCUMENTS: The contractor, before shall furnish all labor, materials, transportation, apparatus and equipment submitting his proposal, shall visit the site and examine for himself all required for a compiete installation. The Contractor shall install all materials conditions and limitations which affect the contract. He shall carefully in a manner subject to approval ot the Owner and the Architect. examine all contract documents. Titles and sub-divisions in these documents are for convenience and no real or alleged errors in arrangement of matter shall be reason for omission or duplication by any G. The Contractor shall leave the premises in a neat, clean and safe Contractor. condition at the completion of work each day. 1010.07 - BUILDING PERMITS, FEES, AND INSPECTION: File all necessary drawings and specifications with the proper authorities, obtain and pay for H. The Contractor shall conform to all applicable previsions of the State all permits, inspections and approvals as required by all governing building, Building Code, Electric Code> State Plumbing and Gas Fitting code, and local fire and board of health departments. requirements of the city. 1010.08 - CODES AND REGULATIONS I. All color selections shall be made and coordinated through the offices of the architect except as otherwise directed by the Owner. J. All conditions which occur and which are not in conformance with these Specifications and Drawings shall be brought to the immediate attention of the Architect for prompt resolution. K. Ail dimensions must be verified and/or determined in the field from a visual inspection by the Contractor prior to ordering and/or installing of materials. L. Submit shop drawings of aluminum and steel doors, windows and frames. Shop drawings shall indicate details of doors, windows, frames, elevations, condition at openings, installation requirements, hardware, glazing details and color selection charts. M. The Contractor shall adhere to all statutory insurance requirements of the Commonwealth for work of a similar nature and scope as well as to any additional requirements of the Owner. N. All labor and materials shall be guaranteed to be free fram defects for a period of twelve (12) months from the date of final payment by the Owner. 0. Any existing work damaged by the Contractor or their sub-contractors shall be returned to its original condition at the conclusion of the project at no additional cost to the Owner. P. The Contractor is advised that the adjacent premises are occupied and must remain in use during the full duration of the construction processes with adequate provisions for safety, access, circulation and the like. Provisions for noise and dust abatement must be made to promote the highest efficiency of the adjacent, sales. unloading and storage areas Q. All equipment to be installed according to manufacturer's recommendations. R. Summary of Work: Work under this contract shall, in general, consist of alterations of a one story space of a building at the address indicated on the plans, complete with ail amenities, supportive systems, and site development as indicated on the drawings and specified herein. Work is subdivided herein for the Owner's convenience only and all shall be performed under one contract, concurrently, to produce a complete and operable building. A. In obtaining permits and approvals from all departments having authority, contractor shall report to the Architect, all items not approved. B. Plumbing, electrical and HVAC contractors shall install all work in strict accordance with the governing codes and regulations at no extra cost to +.he Owner, with e�ception that major items as omitted or in violation per p�ans and specifications shall be brought to the attention of the Ar�hitect in writing for disposition and cost adjustment. C. Contractor shall not knowingly proceed with any work not in co�formance with governing codes and regulations. D. The Owner reserves the rights to reject or accept any or all bids. 1010.09 - OWNER'S EQUIPMENT SCHEDIJLE A. Upon written request of Contractor, the Owner will furnish to the General Contractor a schedule indicating delivery dates and installation requirements of equipment to be furnished and installed under separate contract5. B. It will be the General Contractor's responsibility to see that the building areas are made ready to receive and install the Owner's equipment in accordance with the delivery schedule and specific requirements furnished. C. Failure to meet the schedule on items of the Owner furnished equipment will be considered as important as failure to meet the compietion schedule on any other part of the work. 1010.10 - WORK NOT IN CONTRACT: When certain items of equipment and other Work are indicated as "NIC" (not in contract), or to be furnished and installed under other contracts, any requirements for preparation of openings, provision of backing, etc. for receipt of such "NIC" work shall be provided to the General Contractor who shall properly form and otherwise prepare his Work in a satisfactory manner to receive such "NIC" work. 1010.11 - SUBSTITUTION OF MATERIALS AND "OR EQUAL" A. Or Equal: The phrase "or equal" indicates that the Architect considers that equal products of that type are available and will be considered however, the latest published specificaticns and the actual product of a manufacturer named will be a standard by which the Architect will make the judgment and although the "equal" product is approved the contractor shall fully be responsible for any faults or inferior performance that develops from its not being "equal" to the originally named product. B. Substitute Sheet: If in the opinion of the Contractor a substitute material or method is advisable involving an add or subtract to the cost, he may list same on a substitute sheet saying the amount of add or subtract. No substitutions shall be made without approval in writing from the architect. 1010.12 - A. The Owner reserves the right to authorize changes in work. No extra cost shall be accepted, however, unless approved in writing by the Owner. Extra costs shall be submitted ta the Owner for appraval with labor and material breakdown. B. Labor and material shall be distributed at contractor's or sub-contractor's direct cost, supported by invoices, time cards, and similar support data. 1010.13 - TEMPORARY UTILITfES: The General Contractor shall provide adequate temporary services of water, electricity, and heat for all trades. He shali pay all related charges, fees, and fuel and energy costs until the building is accepted. He shall also have installed and pay for a telephone on the site. 1010.14 - PAYMENT OFT HE CONTRACTOR: Application for payment shall be submitted to' the owner on AIA Forms G-702 and G-703. 1010.15 - JOB OFFICE: The Generai Contractor shall provide a suitable job office on the site equipped with a plan rack for shop drawings and plans, a table for examining plans, a telephone and heat and light. 1010.16 - ASSIGNMENT OF WRITS OF EXECUTION: Assignments of payments of this contract shall be void and not binding upon the Owner, unless the Owner has given written consent to such assignment. 1010.17 - DEFINITIONS: A. Owner: American Stores Properties, Inc. C/0 Acme Markets B. Address: 75 Valley Stream Parkway Malvern, PA 19355 C. Gene-al Contractor: The Contractor responsible for the entire performance of the work, including coordination of the work of ali sub-contractors whether they receive their contract from the General Contractor or the Owner. D. �� Contractor: This term, as noted under the individual trade sections shall refer to all sub-contractors who bear the same respcnsibility to the General Contractor that the General Contractor bears to the Owner. 1010.18 - STANDARDS: A. General: Throughout the Specifications, cartain recognized government and/or independent trade societies may be referenced to and shall become a part of that portion of the Sp�cifications. These societies have established standards which generally are herein known as the "highest standards of the trades". In addition, all materials and the use of all materials shall conform-to the government building code. The latest edition of the Architectural file of Sweet's Catalog Service is the reference for the trade names, and manufacturer's specifications herein referred to. Names not listed shall be as specified and further information may be obtained at the office of the Architect. B. Abbreviations: The government and/or trade societies referenced to herein shall include, but not necessarily be limited to, the following: AAMA Architectural Aluminum Manufacturer's Association AAN American Association of Nurserymen ACI American Concrete Institute AISC American Institute of Steel Construction AITC American Institute of Timber Construction ANSI American National Standards Institute ASTM American Soc�ety for Testing and Materials AWI American Woodworking Institute AWPA American Wood Preservers Association AWPI American Wood Preservers Institute AWS American Welding Society CRSI Concrete Reinforcing Steel Institute NCMA National Concrete Masonry Association NEMA National Electrical Manufacturers Association NFPA National Fire Protection Association NSF National Sanitation Foundation TCA 71 1 e Council of America SDI Steel Door Institute UL Underwriters Laboratories PART1 -GENERAL i[4i�I�Z1j�•�C1�� A. The Contractor shali submit for approval all samples required in the individual sections of the Specifications. Unless otherwise specified in the individual Sections, three specimens of each sample s��ail be submitted. Samples shall be of sufficient size to permit proper evaluation of materials. B. Samples which can be conveniently mailed shall be sent directly to the Architect, accompanied by transmittal notice stating name of the Project, Specification Section, and Articie number to which the sample refers and description of item being submitted. All other samples shall be delivered ta the office with sample identification tags att�ched and properly filled in. Transmittal notice of samples so delivered shall he submitted to the Architect by the Contractor. Ali charges in connection with delivery of samples shall be paid by the Contructor. 1300 d2 - COLORS� Unless the recise color nnd attern is s ecificoll 3. Claims for damages because of bodily injury, personal injury claims, sickness or disease, or death of any person other than his employees, and claims insured by usual personal injury liability coverage. 4. Claims for damage because of injury to or destruction of tangible property, including loss of use resuiting there from. B. The insurance required shall be written for not less than any limits of liability specified as part of this contract and shall be written on a Comprehensive General Liability form, including coverage for Premises and Oa�;rations; Owner's and Contractors' Protective; Products and Completed Operations; Automotive owned and non-owner, Blanket contractual; ICU (Explosion, Collapse, Underground Hazard Insurance): Broad Form Property Damage; Personal Injury with Exclusion D Deleted. "Such policy(s) shall include the "Owners and Contractors additional insured endorsement." C. Insurance shall be written for not less than the following limits of P P P y liability: described in the Contract Documents, whenever a choice of color or pattern is available in a specified product submit accurate color charts and pattern 1. Workmen's Compensation (including occupational disease) statutory limits, charts to the Architect for his review and selection. and Employer's Liability insurance in an amount of not less than $100,000 for any occurrence. 1300.03 - SHOP DRAWINGS: When required by the Architect, Shop drawings af fabricated work shall be submitted on five (5) blue or black line 2. Bodily injury ond Personal injury, not lass than �1,000,000 combined non-reproducible prints. If corrections are required, a corrected reproducible single limit per occurrence. print shall be submitted to the Architect for approval and this procedure snall be followed until final appraval. 3. Property Damage Liability, not less than �250,000 combined sing�e limit per occurrence. 1300.04 - MAN UALS 4. Automobile Public Liability and Property Damage; same as items (2) and A. Where manu�ls are required to be submitted covering items included in �3�, this Work, prepare all such manuals in durable plastic binders approximately 9-1 /2" by 1 1" in size and with at least the following: D. The OWNER and its affiliates and subsidiaries shall be named Additional 1. Identification on, or readable through, the front cover stating general insured on the Owners and Contractors Additional insured Endorsement (ISO nature of the manual. form 612009) on all policies required by Schedule C and arising out of 2. Neatly typewritten index near the front of the manuul, furnishing this contract. immediate information as to location in the manual of all emergency data regarding the installation. i 3. Complete instruction regarding operation and maintenance o. all equipment involved. 4. Complete nomenclature of all replaceable parts, their part numbers, current cost, and name and address of nearest vendor of parts. 5. Copy of all guarantees and warrantees issued. 6. Copy of the approved Shop Drawings with all data concerning changes made during construction. B. Where contents of manuals includes manufacturer's catalog pages, clearly indicate the precise items included in this installation and delete, or otherwise clearly indicate, all manufacturer's data with which this installation is not concerned. C. Unless otherwise specifically directed by the Architect, deliver one copy f h Archi ect and one co to tr�e Owner. o the manual to t e t py 1300.05 - APPROVALS A. The Architect will review submittais with reasonabie promptness so as to r ' n c nc of the cause no delay, but only fo conformance with the desig o ept project and with the information given in the Contract Documents. B. No porti�n of the work requiring a submission shall be corr�menced by the Contractor, save at his own risk, until the submission has been received and approved by the Architect in writing. All such portions of the work shall be in accordance with approved submittals. C. The Contractor shall submit the samples in suffir:ient time to permit checking, re-submission , rechecking, approval and subsequent fabrication and delivery. Failure to do so will not justify a delay in the time of completion of work. END OF SECTION - 1300 SECT ON 01700 - PROJECT CLOSEOUT 1010.19 -DISCREPANCIES OR OMISSION- Should a contractor find discrepancies or omissions from the working drawings or specifications, or PART 1- GENERAL REQUIREMENTS should he be in doubt as to their earnings, he shall at once notify the .4rchitect, and shall not proceed until properly instructed. 1700.01 - CLEANING UP: 1010.20 - SUPERINTENDENCE: Tne Contractor bell give his personal A. Upon completion of the work, but prior to the final acceptance of the superintendence and direction to the performance of his contract, and he building and the Architects Certificate of Final Completion, the Contractor shall keep a competent superintendent constantly on the work, until it is shall do, or cause to have done by a trained, experienced and dependable completed. specialist in the particular types of work required, the following: 1010.21 - GUARANTEE: All materials and workmanship shall be guaranteed 1. All glass thoroughly cleaned inside and out, washed and polished, with all :or a period of one year from the date of final acceptance uniess specified stickers, marks, labels, and stains carefully cleaned up, and no glass or otherwise for a longer period of time on specific items. Each Contractor surrounding materials shall be scratched or damaged by use of harsh shall be responsible for all costs incidental thereto, including damage to abrasives, toois, or careless workmanship. other work, furnishings, or equipment. If the Contractor, after notice in writing from the Architect and Owner fails to proceed promptly to comply 2. Resilient floors and wall co�erings shall be cleaned according to with the terms of the guarantee, the Owner may have the defects manufacturer's directions. Clean carpets. corrector, and the contractor responsible and his surety shall be liable for all expenses incurred. 3. Protective coatings shall be removed from machinery, hardware, lighting fixtures, plumbing fixtures, and similar equipment, and all finished parts END OF SECTION - 01010 cleaned and polished. S E C TI 0 N 0130 �- S U B M I TTA LS 4. All trash and debris shall be removed from the building and the site. Paint, putty, adhesive and similar markings shall be removed and entire PART1-GENERAL building left broom clean so that the premises may be accepted by the Architect in a spotless condition. 1300.01 -SAMPLES 5. The site shail be free of debris, with all areas adjacent to the A. The Contractor shall submit for approval all samples required in the construction site, cleaned and raked as required by the Architect to make individual sections of the Specifications. Unless otherwise specified in the the site neat and orderiy. individual Sections, three specimens of each sample shall be submitted. 1700.62 - CONTRACTOR'S LIABILITY' INSURANCE: Samples shall be of sufficient size to permit proper evaluation of materials. B. Samples which can be conveniently mailed shall be sent directly to the A. The Contractor shall purchase and maintain such insurance as will Architect, accompanied by transmittal notice stating name of the Project, Protect him from claims set torth below which may arise out of or result Specification Section, and Article number to which the sampie refers and from the contractor's operations under the Contract, whether such description of item being submitted. All other samples shall be delivered to operations be by himself, or by any sub-contractor or by anyone directly the office with sample identification tags attached and properly filled in. or indirectly employed by any of them, or by anyone for whose acts any Transmittal notice of samples so delivered shall he submitted to the of them may be liable. Architect by the Contractor. All charges in connection with delivery of � samples shall be paid by the Contractor. 1. Claims under Workmen's Compensation, employer's liability, disability benefit and other similar employee acts. 1300.02 - COLORS: Unless the precise color and pattern is specifically described in the Contract Documents, 2. Claims for damage because of bodily injury, personal injury claims, whenever a choice of color or pattern is available in a specified product occupational disease, or sickness or death af his employees, and claims submit accurate color charts and pattern charts to the Architect for his insured by usual personal injury liability coverage. review and selection. E. Policies or certificates evidencing the insurance required to be carried hereunder, together with receipts showing payment of the premiums therefore shall be filed with the OWNER, prior to the commencement of any work pursuant to the provisions of this Contract, and evidence of renewals of said policies shall be submitted not less than ten (1�) days prior to the expiration of the term of such coverage. All such certificates or policies shall not be subject to cancellation or material alteration except after thirty (30) days prior written notice to the Additional Named insured. F. Indemnification- 1. The Contractor shall indemnify and hold harmless the Owner, Architect, and their agent and employees fram and against all claims, damages, losses, and expenses including attorney's fees arising out of or resulting from the performance of the work, provided that any such claim, damage, loss or expense a) is attributable to bodily injury, personal injury, sickness, disease, or dnath, or to injury or destruction of tangible property (other than the work itself), includinq the loss of use relating there from, and b) is caused in whole or in part by any negligent act or omission of the Contractor, any sub-contractor, anyone directly or indirectly employed by any of them or anyone whose acts for which they may be liable, regardless of whether or not it is caused in party by a part, indemnified hereunder. 2. In any and ail such claims against the Owner, or any of their agents or employees by any employee of the contractor and sub-contractor, anyone directly or indirectly employed by any af them or anyone for whose acts any of them may be liable, the indemnification obligation shall not be limited in any way by any limitation on the amount or type of damage, compensation, or benefits payable by or for the Contractor or any sub-contractor under Workmen's Compensation Acts, Empioyer's Liability, disability benefit acts or other employee benefit acts. G. The obligation of the Contractor shall not extend the liability of the OWNER, his agent, or employees, arising out of the preparation or approval of maps, drawings, opinions, reports, surveys, Change Orders, designs, or specifications or the giving of or the failure to give directions or instruction by the Owner, his agent or employees provided such giving or failure to give is the primary cause of the injury or damage. H. Should any part of the work be sublet, each Contractor shall carry like insurance of the same amount. END OF SECTION - 1700 DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 L.LJ � � W � � U � � � � � � � � U o0 � � � � � mo � �\ � `0 / W �f � = 1� � � �) \ v � Q � � � W�NO � J 0 N � J U � � W � m (.(� � � � � � � � � � ,r''� C Q � � ��p P ` �e3 �� ,�--�.. c� �.c, � P� e,,�. •G� C� ^� -Y � � � _ � ��i� �� t�. t' �, �<� �� o � ��'� ��` ��'Y.�' REVISIONS SPECIFICATIONS SHEET NUMBER � � SECTI ON 02070 - DEM OLI TI ON SECTI ON 05410 - PART I-GENERAL LOAD-BEARING METAL STUD SYSTEM 2070.01 - GENERAL REQUIREMENTS TH I S S E C T) O N N 0 T U S E D F O R TH I S A. Attention is directed to the printed form of Contract and Section , o� o- P R 0 J E C T GENERAL REQUIREMENTS which are hereby made a part of this Section of Specifications. SUMMARY o Section Includes: Load-bearing metal stud system for inte 2070.02 - SCOPE framing and load-bearing and non-load bearing exterior framing a on drawings as specified.. A. The scope without limiting the generality thereof consists of furnishing all labor, equipment, and materials and performing all operations in �onnection STEM DESCRIPTION DESIGN REQUIREMENTS: Design struc*.urai me er with removal and disposition and/or salvaging for re-use of all materials ordance with AISI "specification for the design of cold-forme tru described hereunder or as shown on the drawings. Such work includes but is s I" SECTION 05500 - M ETAL FABRI CATI ON S SUMMARY o Section Includes: Miscellaneous metal, including items fabricated from iron and steel shapes, plates, bars, strips, tubes, pipes and castings which are not a part of structural steel or other .metal systems in other rior Sections of these Specifications. Types of miscellaneous metal items include, hown but are not limited to, the following: 1. Carpenters iron work. 2. Steel pipe guards and handrails. 3. Ladders. 4. Loose bearing plates. 5. Miscellaneous framing and supports. 6. Miscellaneous steel trim. 7. Other items as ; in indicated or required Edit listing as required for Project. Add other items ;tural Which may be specific to a particular Project. not limited to the following. M um allowable deflection. QUALITY ASSURANCE Standards: Comply with the following, except as A. II receiving gypsum wallboard finished: L�120. otherwise shown and specified: 1. AISC "Specifications for the Design, 1. Existing masonry walls, interior and exterior. B. I receiving plaster and brittle finishes, including eifs an stucco: Fabrication and Erection of Structural Steel for Buildings. 2. AISI 2. Existing exterior bituminous concrete paving. L/24 3. Existing concrete slabs, walks, interior and exterior. Specifications for the Design of Cold-Formed Steel Structural Members. 3. 'AWS "Structural Weldin Code-Steel.° 4. ASTM A6 "General Re uirements for C. Wa receiving ceramic tile finishes: !/360 4. Existing interior stud partitions, wire mesh. 9 q 5. Existing acoustic ceiling panels and suspension systems in their entirety. Rolled Steel Plates Shapes, Sheet Piping and Bars for Structural Use. 6. Existing Gypsum Wallboard ceilings. Design stem to provide for movement of c�mponents w' out, failure of Qualifications: Qualify welding processes and welding operators in accordance 7. Existing wall finishes, ceiling soffits, etc. joint se , undue stress on fasteners, or other dettrime ( effects when With AWS Standard Qualification Procedure. 8. Existing storefront and glazing at front entrance and where noted on plans. subjecte o seasonal or cyclic day/night temperature r es. 9. Existing mechanical, electrical, telephone, sprinkler, and plumbing fixtures PROJECT CONDITIONS Field Measurements: Take field measurements prior to QUALITY A RANCE fabrication, to ensure ro er fittin of the Work. Altow for trimmin and including associated p P g g ductwork, wiring and piping - indicated on the drawings to be removed - by fitting wherever the taking of field measurement� before fabrication might respective trades. WELDING: Pe rmed by certified welders in complianc with AWS D1.3 delay the Work. structural we g code sheet steel. 207Q.03 - EXISTING UTILITIES MATERIALS A. Disconnection: Before starting demolition, disconnect or arrange for the REGULATORY R UIREMENTS: Manufactures shall hav current ICBO or CABO Steel Plates, Shapes and Bars: ASTM A36. disconnection of utility service connections such as water, electricity, city evaluations rep Steel Bars and Bar-size Shapes: ASTM A36. sewerage and telephone to building areas to be demolished in accordance Steel Tubing (Not-formed. Welded or Seamless): ASTM A500, Grade with the regulations of the utility concerned. MANUFACTURES: B(Fy = 46,000 psi). Furnish products o one of the following manu tures, except as approved Cold-Finished Carbon Steel Bars: ASTM A108, Grade as selected by B. Protection: Preserve in operating condition all active utilities traversing the by the architect, s'ect to compliance with cification rquirements: fabricator. project site, protect dll Hot-rolled Carbon Steel Sheets and Strips: ASTM A568 and ASTM property including but not limited to mains, manholes, catch basins, valve A569, pickled dnd oiled. 1. American stucco, boxes, poles, guys, and other Cold-rolled Carbon Steel Sheets: ASTM A511. 2. Gold bond buildign roducts div., nationa ypsum appurtenances. Any underground utilities encountered during excavation under Hot-dip Galvanized Steel Sheets: ASTM A526; with ASTM A525, G90 3. Western zinc coating. this contract shall be , 4. Manufacturing memb F the metal s manufactures s association, reported to the Architect immediately and further �.vork that might damage or Cold-drawn Steel Tubing: ASTM A512, sunk drawn, butt welded, otherwise disrupt the Corvallis, Oregon, (503) 7-8997 cold-finished and stress-relieved. . utility service shall cease. Repair damage to any such utility due to the work Steel Pipe: ASTM A53, type as selected; Grade A. Black finish under this contract, to the MATERIAL: unless galvanizing is required. Standard weight, Schedule 40, satisfaction of the Architect. unless otherwise shown or specified. STUD, TRACK BRACING AND IDGING: nform to ASTM C955; ASTM A653, C. Provide for continued service of building water meter, sprinklers, gas, G60 Hot-Dip glavanized coa g. Ve that stud properties are included in Anchors: electric, and security of adjacent tenants. general structural notes. 1. Masonry Anchorage Devices: Expansion shield, FS FF-S-325. 2. Toggle bolts: Tumble-wing type, FS FF-B-588; type, class and 2070.04 - EXISTING CONDITIONS TRACK: Channel shaped; same 'th s struds, for tight fit; 16 gage solid style as required. web, galvanized or painted to studs. 3. Threaded-type concrete inserts: Galvanized ferrous castings, A. The Contractor shall be deemed to have inspected the site and satisfied internally threaded to receive 3/4 inch diameter machine bolts; himself as to the actual grades and levels and true conditions under which BRACING, FURRING, BRIDGING: Fo d galvanized sheet steel; channel either malleable iron complying with ASTM A47 or cast steel work is to be performed. shaped. provide CR�-1�'� inch gage bridging. complying with ASTM A27; hot-dip galvanized in compliance with ASTM A153. B. Damage or loss (whether by reason of fire, theft, or other happenings) PLATES, GUSSEfS, CLIPS: Galv ze ormed steel, thickness determined for t e n cture standar�d sha es. shall be at risk of the Gontractor from and after date of advertising for bids, conditions encoun er d, ma p 4. Wedge-type concrete inserts: Galvanized box-type ferrous and no damage ar loss to the Building or structure shall relieve the castings, designed to accept 3/4 inch diameter bolts having Contractor from any obligation under the Contract. FASTENERS AND ATTACHMEN special wedge-shaped heads, either malleable iron complying with 2070.05 - NOTICE TO PROCEED: The entire Contract Area will be released to 1. SHEEf METAL: Self-drill' self-ta i screws, t e a ro iate for ASTM A47 or cast steel complying with ASTM A27; hot-dip PP� yP PP P galvanized in compliance with ASTM A153. the Contractor for demolition purposes at one time under the Notice to attachment detail require nts with pen ation through joiried materials NT 5. Provide carbon steel bolts having special wedge-shaped heads, Proceed, whereupon the Contractor shall have full control of the progress and less than 3 exposed thr ds. nuts washers and shims; all galvanized in compliance with ASTM sequence of the demolition, removal and clearing work, and subject to all A153. ' Contract stipulations and covenants. 2. ANCHORAGE DEVICE 0 STRUCTURAL C ENTS: Ppwer driven or pwder 6. Slotted-type concrete inserts: Galvanized 1/8 inch (3mm) actuated, drilled expa n bolts, or screws, ith sleeves. thick pressed steel plate complying with ASTM A283. Box-type 2070.06 - REGULATIONS AND STANDARDS: All work shall comply with thP roles and regulations of the Division of Industrial Safety and all the local and State EXAMINATION welded construction with slot designed to receive 3/4 inch agencies having jurisdiction. Nothing contained herein shall be construed as (19mm) diameter square head bolt and with knockout cover. permitting work that is contrary to such roles, regulations and codes. VERIFICATION OF C ITIONS: Examine sub sur es to receive work and Hot-dip galvanized in compliance with ASTM A123. report detrimental nditions in writing to archi t. Commencement of work PART 2- PRODUCTS (NOT APPLICABLE) will be construed acceptance of subsurfaces. Coordinate with other Fasteners: Provide zinc-coated fasteners with galvanizing complying with work wich affect connects with, or wil� be con led by this work. ASTM A153 for exterior use or where built into exterior walls. Select PART 3- EXECUTION fasteners for the type, grade and class required for the installation of ERECTION miscellaneous metal items. 1. Bolts and nuts: ASTM A307, Grade A, regular 2070.07- DEMOLITION AND REMOVAL hexagon head. 2. Bolts, hexagon and square: ANSI B-18.2.1. 3. Bolts, Install compo ts in accordance with manufacturer 'nstructions. Aling round head: ANSI B-18.5. 4. Lag bolts: Square head type. 5. Wood screws: A. Extent: Except as otherwise shown or specified, demolish structures and floor and ce' g tracks; locate to wall and partition yout. Secure in ANSI B-18.6.1, flat head carbon steel. 6. Plain washers: ASTM F844 helical » place faste s or welding at maximum 24 inches. ordin�te installation spring type carbon steel. Delete if not applicable to Project, Specified foundations to 18 below existing ground level. of sealant h floor and ceiling tacks. Place studs 16 inches o.c.; not product is a"standard" type. Edit as required for Project. B. Provide adequate protection to persons and property. Execute the work in more then inches from abutting walls and at each e of oppenings. such a manner so os to avoid interference with the use or passage to and Connect ds to tracks using fasteners method unless ted otherrwise. from adjoining buildings and facilities. erect lo bearing studs one piece full lenght. Splicing studs is not Galvanizing: ASTM A123 for steel plates, bars and strips. Paint: Metal permitt Extend studs framing through ceiling to unde e of floor or Primer: VOC compliant. 1. Interior Steel: Tnemec 10-99W (white). 2. C. Dust Control: Wet down thoroughly masonry walls during demolition to roof st ture above. Provide deflection allowance in stu track, directly Exterior Steel (exposed): Tnemec-Zinc 90-97. prevent spread of dust, provide water and necessary connection thereof. below rizontal building framing for non- bearing framing. Attachement on hanical and electrical items, and to prevent stud ro ion. Galvanizin re air aint• Hi h zinc dust content• MIL-P-21035 (Ships) D. Fires: Burn no material or debris on the premises without specific CLE iNG permission, and not under or near trees to remain. E. Clean-up: Remove from the site rubbish and debris found thereon, and D g the course of the work and on completion, removp an ispos except as otherwise specified, materials and debris resulting from the work of e ess meterials, equipment and debris away from premises. ve demolition, leave the site in safe and clean condition. Storage of materials an condition. resulting from demolition and/or tools and equipment relating thereto on the ND OF SECTION - 05410 site will not be permitted after completion of this demolition and removal work. 2070.08 -SEQUENGE OF DEMOLITION A. Bearing walls: Check and verify all bearing walls before demolition or cutting. Brace and shore as required. B. Roof Structures and Windows: Remove in proper sequencP so that interiors are protected from the elements and so that temporary protection or new construction may follow directly behind demolition or removaL C. Mechanical and Electrical: Coordinate with the trades involved for proper sequence and extent of piping, wiring, duct work and equipment removal. 2070.09 - DISPOSAL OF SALVAGE A. Property belonging to public bodies or public service companies shall not become the property of the Contractor. B. Except as otherwise provided, all salvage materials become the property of the Contractor and shall be taken from the premises. Storage of salvage materials and equipment on the site will not be permitted. All rubbish and debris found existing on the site at the start of the work shall be removed from the premises by the Contractor. C. Personal property of third persons or of occupants of Building on the site shall not become the property of the Contractor. � D. Materials left .on the site, after acceptance of the work by the Owner, � shall be deemed to have been abandoned by the Contractor to the Owner � and there to shall thereupon revert to and vest to the Owner, without N prejudices, however, to any claim which the Owner may have against the ° Contract. �;, END OF SECTION - 02070 � 9 P P . g , . ACCESSORIES Inserts and Anchorages: Furnish inserts and anchoring devices to be set in concrete or built into masonry for installation of Miscellaneous e of Metal Work. Provide setting Drawings, templates, instructions and directions work in for installation of anchorage devices. FABRICATION General: For fabrication of Miscellan�ous Metal Work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seam marks, roller marks, rolled trade names and roughness. Remove such blemishes by grinding or by welding and grinding, prior to cleaning, treating and application of surface finishes, including zinc coatings. Shop Assembly: Preassemble items in shop, when possible, to minimize field splicing and assembly of units at the site. Disass�mble units only to extent necessary for shipping and handling limitations. Cleprly mark units for reassembly and coordinated installation. FINISHING Galvanizing: Camply with ASTM A123 and A153 for the hot=-dip process after fabrication. Shop Painting: Shop paint Miscellaneous Metal Work, except those members or portions of inembers to be embedded in concrete or masonry; surfaces and edges to be field welded, and galvanized surfaces, unless otherwise indicated. INSTALLATION Install items plumb and level, accurately fitted, free from distortion or defects. Allow for erection loads, and for sufficient temporary bracing to maintain true .alignment until completion of erection and installation of permanent attachments. Perform field welding in accordance with AWS D1.1. After erection, prime welds, abrasions, and surfaces not shop primed and galvanized members, except surfaces to be in contact with concrete. ERECTION TOLERANCES Maximum Variation from Plumb: 1/4 inch (6mm) per story, non-cumulative. Maximum Offset from True A;ignment: 1/4 inch (6mm). CLEANING During the course of the Work and on completion, remove and dispose of excess materials, equipmei7t and debris away from premises. Leave Work in clean condition. END OF SECTION - 05500 SECTION 06100 - ROUGH CARPENTRY Connections: Subdrill where necessary to avoid splitting. SUMMARY Section Includes: Rough carpentry, including rigid sheathing, as shown on the Drawings and as specified herein. Bolts: Drill bolt holes 1/32 inch larger than bolt diameter. Use square plate or malleable iron washers under heads and nut where. they bear against SUBMITTALS Product Data: Submit technical data for wood pre�ervative and Wood. Re-tighten bolts immediately prior to concealing with finish materials: fire retardant products. Re-tighten exposed bolts immediately prior to final inspection. QUALITY ASSURANCE Identify each piece of lumber or plywood used for Log Screws and Screws: Subdrill, use square plate or malieabie iron washer structural framing with grade and trade mark of a lumber grading under lag screw heads when they bear on wood. organization: Trade mark of man�;facturer shall also appear on each piece. Exterior base plates or sills restiny on concrete: Bed in �.ement mortar to Grading Rules: Conform with applicable requirements of American Lumber obtcin a continuous bearing. Mortar shall consist of one purt cement to Standards "Simplified Praetice Recommendation R-16" and to grading rules three parts sand. Mix mortar in small quantities so that it can be used of manufacturer's association under whose rules the lumber is produced. Promptly. Size plates or sills and set level and true to line. Bolt down with bolts of size, length and spacing indicated with a bolt not more than 9 Standards:. Conform with requirements of American Plywood Association, u. inches from the end of any .piece. S. Dept. of Commerce Commercial Standards and American Wood Preservers Rough iraming: Fit closely, set accurately to required lines and levels, and Association Standards, as they apply. secure rigidly in place. Set horizontal and inclined members with crown DE�IVERY, STORAGE AND HANDLING Packing and Shipping: Deliver materials to edge up. Reinforce cut members as directed. Bolt, nail and spike in a thorough manner with not less than the sizes and quantities indicated or site in manufacturer's original unopened packaging with labels intact. Store specified. Structural members shall provide full contact at bearing surfaces. off ground to assure adequate ventilation, and protect against damage while stored at the site. Comply with manufacturer's instructions for handling. Studs: Wall and partitions shall be nominal 2x4 and 2x6 studs 16 inches Store materials for which a maximum moisture is specified in areas where on center unless otherwise noted or unless they are required to be larger humidity can be controlled. to accommodate mechanical or electrical equipment, piping and fixtures or fixtures or equipment of any other Trade. Unless otherwise detailed, panels, LUMBER MATERIALS valve covers, cleanouts, devices, access doors, recessed cabinet boxes, etc., Species: Douglas Fir graded in accordance with Standard Grading shall be mounted flush with the adjacent wall surface. When any such item and Dressing Rules of WCLIB. Framing lumber shall be stress is of a depth where it is not practical to use solid studding to the full grade. All sides shall be surfaced. thickness of the wall, then the wall shall be furred. When furring is Lumber Grades: As follows unless noted diffierently on the required, it shail extend the full width and from floor to roof or ceiling Structurai Drawings: joists. The studs comprising interior partitions and the wall material affixed 1. One inch boards: Construction;, �� thereto shall extend from floor to roof or ceiling joist framing except as 2. 2x4 studs, sills, plates, etc.: 1500 f Industrial . shown. Staggered stud walls shall be constructed where shown' on plans 3. Other framing lumber, 2 to 4 inches thick: Number 2 or cand as detailed. better. 4. Beams, 5 inches and over in least dimension: Number 1 or Top plates in bearing partitions: Shell be doublPd and lapped at each . better. intersection with walls or partitions. Stagger joints in upper and lower 5. Beams, where so noted: Select Structural. members of top plate not less than .4 feet. 6. Posts and columns, 5 inches and over in least dimension: Select Structural.7. Misc. blocking, bridging, etc:, Utility. Provide blocking not ;ess than 2 inches in thickness of same Moisture Content: Lumber shall be air-dried or kiln--dried. At width as stud as follows: time of installation, moisture content, expressed as a 1. Stud partitions or walls more than 8 feet, but not more than percentage of the weight of the oven-dry wood, shall not exceed 14 feet in height: One row of blocking fitted snugly and nailed 19 percent for lumber of up to two inch nominal thickness and 15 into mid-height of stud. percent for exterior trim and siding. Moisture content of 2. Walls or 'partitions over 14 feet in h�ight: 2 or more rows of lumber over two inches nomir�al thickness shall conform to the btocking. Locate rows of blocking so that in no case will the rules of the association under which it is graded. distance between sole �r top plates and blocking or between SHEATHING MATERIALS PI wood: Each anel of softwood I wood shall be lines of blocking exceed 8 feet. y P P y 3. Provide solid fire blocking at ceiling line at dropped identified with the APA grade-trademark and shall meet the requirements of ceilings. PS-1-83 for softwood I wood. PI wood which has an ed e or surface PY Y 9 permanently exposed to the weather shall be exterior type. Panel thickness Provide wood stripping w�ere indicated for attachment of finish materials to and identification index shall be as shown on the Drawings and as specified wood surfaces. and shall also be stamped on each piece of plywood. FACTORY WOOD TREATMENT At roofs: Provide crickets, cants, equipment curbs, wood saddles, cant strips, curbs for plywood at porapet walls; other miscellaneous backing, Preservative Treatment: blocking, curbing, and wood nailers bolted to tops of concrete or masonry 1. Wood sillplates and ledgers bolte� in direct contact with ond at expansion joints, as specified or required: Provide treated lumber at concrete or masonry, located at or below grade only shall be built-up roofs, with concrete or masonry parapets, Install 1/2 inch treated pressure treated lumber. Hoover Treated Wood Products, Inc. plywood nailer at sides of non-nailable skylights, roof hatches, equipment "Wolman CCA". and other roof penetrations. 2. Blocking occurring on top of or above the roof deck, including the nailer beneath the flashing at parapet caps, shall PLYWOOD SHEATHING Plywccd sheathing: Install plywood roof sheathing and be treated lumber. subflooring with long dimension perpendicular to joints. Install wall sheathing Fire-Retardant Treatment: Hickson Corp. Dricon FRTW in with long dimension vertical. Plywood sheathing and subflooring shall have accordance with UL label. edges blocked and nailed for diaphragm or shear wall stresses as shown 1. Where required by code, wood studs, plates, on the Drawings. Plywood shall be laid with the "C" or best face on sheathing, blo�king, etc, shall be pressure treated. exposed side. At non-tongue and groove sheuthing, provide plywood clips at 2. Dimensioned lumber shall bE kiln dried to a maximum moisture 24 inches O.C. maximum at unsupported or unblocked edges. content of 18 percent before milling and fire protective SITE WGOD TREATMENT Blocking, studs, joists, posts, etc., within 12 inches treatment. After treatment, kiln dry framing lumber to a of concrete shall be treated after sawing by soaking ends in solution of maximum moisture content of 1 F3 percent. Wolman CCA for not less than 15 minutes. Plywood sheathing on exterior ACCESSORIES walls less than 2 feet above grade shall be soaked in solution for not less Nails: Cornmon wire, galvanized for exterior Work, meeting FS than 15 minutes. FF-N-101. CLEANING During the course of the Work and on completion, remove excess Screws: Standard domestic manufiacture, bright steel, except materials, equipment and debris and dispose of away from premises. Leave galvanized for exterior use and of brass, bronze, aluminum or Work in clean condition. stainless steel when used to attach items made of those materials. Screws used for attaching interior trim and finish END OF SECTION - 06100 to drywall partitions shall be Type S self-drilling, self-tapping anodized steel drywall screws of required lengths . as specified in Section 09250. Bolts: Standard ��nild steel, square head machine bolts with square nuts and malleable iron, or steel plate washers or carriage bolts with square nuts and cut washers as indicated. Bolts, nuts and washers, wholly or parkially exposed on exterior shall be galvanized. Bolts: Machine bolts, or carriage bolts if noted on Drawings, of structural grade steel with square nuts, of sizes noted on Drawings, conforming to ASTM A307. Steel plates and angles: ASTM A36, galvanized after fabrication. Lag screws, shear plates and split ring connectors: Conform to requirements of the "National Design Specifications for Stress Grade Lumber and its Fastenings" of National F�rest Products Association. Framing anchors, joist hangers, etc.: Simpson Company products or similar devices. Power driven inserts: Ramset, or as approved by Architect meeting FS GGG-D-777a. Install as per manufacturer's printed directions. Charge shall be powerful enough to prevent spoiling of concrete. Galvanizing: ASTM A525. Toggle Bolts: FS FF-B-588. Fabricated Connections: 1. Sheet metal galvanized of size and type shown on Drawings. 2. Struct�ral Steel: ASTM A36. Welding by qu�lified welders in conformance with -AWS D1. One shop coat of paint per Federal Specification TT-P-86, Type II to parts not embedded. FRAMING Coordination: Install wood framing making proper provisions for Work of other trades. Cut wood required to ac:commodate plumbing, heating and ventilating, electrical and other trades. Fit neatly around exposed items, as outlet boxes, conduit, pipes and ducts. Protect adjacent Work. Before proceeding with rigid sheathing, make certain required inspections have been made. ` Structural Members: No cutting, notching or drilling without prior approval of the structural engineer through the Architect. Wood Backing: Provide wood backing, furring, stripping or blocking indicated or required for installation ond attachment of work of other trades. Provide aparoved fire-proofed wood backing where required by Code in noncombustible or fire-rated construction. DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 W � Q LLJ � � U � � � � � � � � � U o0 � � \� � �\� m� � / W \� � � � �=/ `o � � d" � � N �WoNO -J - U �� W ., m �.(� --� � � � � � � � � � � �� `;� ,�' �� ,ZiD P, fr� 'l�� a �; � " G _ �:a�7 `� � �� .� ��,�" �� s ��`��°�� a��l v' �.2_ i REVISIONS SPECIFICATIONS SHEET NUMBER � MATERIALS FIRESTOP SYSTEM MATERIALS -�� No hanger support shall be allowed fr�m roof deck. Delete if there is not S E C TI 0 N O 6 2 O O - GENERAL: RIFICATION OF CONDITIONS: ceiling construction supported from steel framing. 1. Appropriate for penetration. ine sub surfaces to receive work and report detrimental condition FI N I S H C A R P E N TR Y 2. Incluede every component required for cocd approved installation, wr g to tenant. Commencement of work will be construed as acc nce Fabricate and bend curved furring to required curves and rodii in the shop. including; but not limitied to firestopping putties or compound; backing of -surfaces. Examine framing or glazing channel surfaces, ba g, material; wrap strips; primers; clips and collarsl remo le stop design and conditions under which glazing is to b CLEANING During the course of the Work and on completion, remove and SUMMARY Section Includes: Finish Carpentry Work as shown on Drawings and perfor . coordinate with others work which affects, connect wi or will dispose of excess materials, equipment and debris away from premises be con ed by this work. prior to closure. Leave Work in clean condition. as specified. PROPERTIES: 1. Free of asbestos, halogens and volatile components after curin5 and INSTALLATI END SECTION - 09100 SUBMITTALS Samples: When requested by Architect or Tenant, submit two shall not slump or sag, (except for self-leveling products). comply with mbined recommendations of glass manufactu and samples of each species of exposed wood to receive transparent finish at 2, Caapable of maintaining an effective barrier against flames, heot and manufacturer sealants and other materials used in glaz' ; except where the site. Samples shall be 12 inches by 12 Inches in size. smoke in compliance with the requirements of ASTM E8114 l'L 1479 and more stringent quigent requirements are shown or spec' d. Comply with U.B.C. standard 7-5. "glazing manual y FGMA, except as shown and specifi otherwise by REFERENCES 3. Non-combustible per ASTM E 136 Standards: Following standards apply to Work of this Section 4. UV resistant where expoed to sunlight. manufacturers of ass and glazing materials except where more stringent requirements are specified: 5. Water resistant where exposed to water. Inspect each piece glass immediately before inst tion, and discard 1. Architectural Woodwork Institute "Quality Standards", 6. Fire system shall accomodate movement withaut adverselv affecting fire those which have ob able edge damage or fac perfections. '�Custom" Grade, when not otherwise indicated. rating of wall/floor assembly. 2. California Redwood Association 7. Shrink resistant. Unify appearance of ea series of lights by s gs each piece to match 3. Western Wood Products Association Manual. 8. Paintable or capable of receiving finish materials in those areas which others as nearly as poss Inspect each pi and set with pattern, 4. American Plywood Association. arescheduled to receive finishes. draw and ow oriented in t same directions other pieces. Faces of 5. West Coast Lumber Inspection Bureau Standard Grading and glass panels sahll be unifor aligned and shed with no tolerance for Dressing Rules. EXAMINATION misalignment. VERIFICATION OF CONDITIONS: Examine subsurfaces to receive work. DELIVERY, STORAGE AND HANDLING Deliver materials to site in Manufacturer's Commencement of work will be construed as acceptance of subsurfaces, Mitter cut and band ends toget at c ers where gaskets are used for original unopened packaging with labels intact. Protect finished surfaces with coordinate witr other work which affects, connects with or will be concealed channel glazing, so that gaskets ' I pull away from corners and result removable wrapping or coating which will not bond when exposed to by this work. in voids or leaks in the glazing s . sunlight. Adequately store to protect against damage while stored at the site. Provide humidity conditions which will not damage woodwork. PREPARATION / INSTALLATION ADHES;VE INSTALLATION OF MIRROR Subsurface preparation and product installation shall conform to PROJECT CONDITIONS Verify dimensions shown on Drawings by taking field requirements of qualified designs or manufacturers approved modifications Apply mirror mastic to cover n rriore at 25 percent of back or mirror. measurement; proper fit and attachment of parts is required. as supported by engineer reports, and shall be approved and accepted by Set mirror in supprt on settin locks o ontinuous gasket, and press the authority having jurisdiction. against substrate to ensure d of adhe . Leave open ventilation space, MATERIALS Douglas Fir: Grade C and better, flat grain, grade marked by � inch (3MM) or more in t ness between irror nd substrate, over 75% WCUB. Douglas Fir Plywood: APA, C-D Plugged, exterior glue, grade 1. Clean substrate surfaces or dirt, dust, grase, oil, loose material, or of mirror area (where the s no adhesive) trademarked, sanded, or as indicated on the Drawings. other matter which may affect bound or firestopping material. Remove „ „ incompatible materials which affect bond. Install bncking -naterials to ADJUSTING Base, Moldings and Trim: Grade B and Better Select natural Birch where arrest liquid material leakage, if requiredl stained, Grade "C and Better Select" Fir, Maple, Poplar or Pine where paint Remove and replace ass which is broken, chippe cracked abraded or finish. 2. apply primer and firestop materials in accordance with manufacturers damaged in any o way during the construction iod, including natural h ro r'ate UL fire resistance instructions and in accordance with t e app p i causes, accidents d vandalism. Grounds, Blocking and Furring Strips: #2 White Pine, construction grade directory or with the appropriate WH international listing. Douglas Fir or other sound softwood. Fire treated lumber as required by CLEANING codes or construction type. CLEANiNG During the course of the work and on completion, remove an dispose od During the se of the work and on completion, remove d dispose of Shelving: Douglas Fir, surfaced (S4S). excess materials, equipment and debris away from premisas leave work in excess ma als, equipment ond debris oway from premise Remove clean condition. labels aft work is completed. Leave work in clean conditio Shelf and Rod Supports: Knape and Vogt Mfg. Co. No. 1195. Verify with END OF SECTION - 07270 Manufacturer's literature. PROTE N Shelf Standards and Supports: Knape and Vogt #255 and #256, or S E C TI 0 N 0 8 8 CJ 0- G LA Z I N G Prot glass from breakagegimmediate� upon gnstallation, by at�tP y ent of #8� a�d #187 cr d streamers to framin held awa from lass. Do not a I arkers o ny type to surface glass. PREPARATION Priming: Back-prime wood surfaces inaccessible and TH S S E C TI 0 N N 0 T U S E D FO R TH I S unexposed after installation before delivery with an approved linseed oil and P R 0 J E C T D OF SECTION - 08800 aluminum primer. Prime coat unfinished metal parts. INSTALLATION Use only hot-dip galvanized or aluminum finish or casing UMMARY Section Includes: Glass and glazing as shown on drawings and a S E C TI 0 N 0 910 0- ecified. nails. Set nails for putty stopping in surfaced members. Hammer marks not M E TA � S U P P 0 R T S YS TE M .,, acceptable on exposed finished surface and are sub� .ct to re�ection of member b Architect. Make end splices exposed in finished members bevel P ormance requirements size blass to withstand dead loads and positi SUMMARY Section Includes: Formed metal stud framing, furring, suspension y an e ative live loads actin normal to lane of lass as calculated ' s stems and accessories as shown on Drawin s and as s ecified. splices and not square butted. Install members in as long lengths as 9 9 P 9 Y 9 P possible. Install Work to details shown; plumb, level and to line and acc ance with ANSI/ASTM E330. Limit glass deflectionto � or flex securely anchored. Make scribes, where required, accurate. Provide and limit glass, with full recovery of glazing materials, whichever is le . SUBMITTALS Submit data describing standard framing member materials and install other miscellaneous millwork items and related items required to finish, product criteria, load charts, limitations, and installation instructions. complete the Work. Prepare woodwork installed by cleaning and sanding as SUBMI S: required to receive finishes. A. PRO T DATA: Submit structural, physical and enviromental QUALITY ASSURANCE Perform Work in accordance with ASTM C 754 character 'cs, size limitations, special handling or installation re irements requirements. CLEANING During the course of the Work and on completion, remove and for glass plastic materials. dispose of excess materials, equipment and debris away from premises. MANUFACTURERSFurnish pr�ducts of one of the following Manufacturers Leave Work in clean condition. QUALITY ASS NCE subject Perform work accordance with FGMA glazing mar�ual, FGM ealant to compliance with Specification requirements: END OF SECTION - 06200 manual, and I 'nators safety glass association-standards nual for 1. Gold Bond Building Products Div., National Gypsum. glazing instal�ati methods. 2. Western SE C TI 0 N � 7 2 7 � - 3. Manufacturing members of the Metal Stud Manufacturer's STANDARDS: Association, Corvallis, Oregon, (503) 757-8991 F R E S TO P P I N G 1. ANSI/ASTM E33 tructural Performance of ext r windows, curtain walls, and d s by uniform static FRAMING MATERIALS 5tuds, Runners and Furring Channels: 1. ASTM C 645, SUMMARY Firestopping as shown on drawings and as specified. air preassure diferne electro-galvanized to meet ASTM A 591, manufactured from steel supplied in accordance with ASTM A 446, Grade A; ASTM A 525, G60 designation SYSTEM DESCRIPTION 2.ANS1 297.1 - Safety rformance specificatior�s meth�ds of test for galvanized sheet steel. 2. Thickness: 20 gage for studs and runners, and safety glazing used in b dings. 25_ gage for channels. Furnish 20 gage studs at single layer gypsum ' i d f r w II over 14 feet hi h: 3. Provide UL Classified or Warnock Hersey listed firestopping ystem to prevent board receiving ceramic tile fin sh an o a s g the spread of fire, smoke and gasses through penetrations in fire resistive DELIVERY: Storage cnd ha 'ng deliver material o sit in manufacturer's C-shaped, non-load bearing rolled steel, punched for utility access. Ceiling walls, floors and partitions, including; but not limited to; the following areas: original unopened packagin ith labels intactl Adequately protect against Runners: Cold or hot-rolled steel, meet ASTM C 754. Nanger and Tie Wire: damange while stored at th itel Comply w manufacturer's instructions Meet ASTM C 754. Furring and Bracing Members:, Of same gauge, material 1. Unprotected openings and openings accommodating penetrating items for handlingl and finish as studs, thickness to suit purpose. Clips, Brackets: Galvanized such as cables, cable trays, pipes, ducts, boxes and conduits throught fire wire or sheet metal designed for attachment of furring members. Fasteners: rated floors, walls and smoke barriersl Warranty provide 1(1 year manu turer's ranty for sealed glass units GA 203, self-drilling, self-tapping screws. Anchorage Devices: Power driven, from seal failure, interpone dusti or ing, and replacement of same. powGer actuated, drilled expansion bolts or screws with sleeves as required 2. Head or wall openings between wall andd connecting floor or roof deck for positive anchorage. Acoustic Sealant: As specified in Section 09250. assembliesl GLASS MATERIALS FLOAT GIASS: AS 36, Type 1 transparent flat, class Primer: FS TT-P-645, for touch-up of galvanized surfaces. 1 clear, quality Q3 glazing select,; inch thick minimum. 3. Openings at curtainwalls between exterior walls and connecting floor slab EXAMINATION Verify that conditions are ready to receive Work. Verify field perimeters. SAFETY GLASS: ASTM 01048, kind tempered with horizontal measur�ments are as shown on Drawings. Verify that rough-in utilities are tempering condition a uncoated, ty 1 ansparent flat, class 1 clear, in proper location. Beginning of installation means acceptance of substrate. Verify the following application with the manufacturer before including in quality Q3 glazing select; confor g to SI 297.1; � inch thick minimum. specifications. METAL STUD ERECTION Install stud framing in accordance with ASTM C 754. WIRE GLASS: ASTM 01036 type patterne nd wired flat, calss 1 Coordinate installation of bucks, anchors, blocking, electrical and mechanical Firestop system shall not be intended to support live loads and traffic Work placed in or behind partition framing. Brace stud framing system and unless specifically approved by testing agency. Fiere systems shall be translicent, quality Q8 glazing inch thick. make rigid. Maintain clearance under structural �uilding members to avoid approvedby code authority. deflection transfer to studs. Provide extended leg ceiling runners. MIRROR GLASS: ASTM 01036 pe 1 transpare flat, class 1 clear, quality SUBMITfALS PRODUCT DATA: Submit manufactures specifications, performance Q1 mirror select; � inch t . Blocking: Nail wood blocking to studs. Bolt or screw steel channels to criteria, drawings and instructions. studs. Install blocking for support of plumbing fixtures. toilet partitions, wall GLAZING ACCESSORIES S NG BLOCKS: Neoprene other resilient blocks cabinets, toilet accessories, and hardware. TEST REPORTS: Submit UL or Warnock Hersey test report description for of 70 to 90 shore a d meter hardness tested compatibility with firestopping system. Provide certification of compliance from authority glazing sealant, minim length 4 inches. WALL FURRING INSTALLATION Erect wail furring for direct attachment to having jurisdiction indicating approval of fire stystem. concrete, brick masonry and concrete walls. Erect furring channels vertically. SPACERS: Neoprene cks of 40 to 50 shore a dur ter hardness, Secure in place on alternate channel flanges at maximum 24 inches. QUALITY ASSURANCE REGULATORY REQUIREMENTS: adhesive backed on ne face only and tested for co tibility with 'Space furring channels maximum 16 inches on center, not more than 4 specified glazing s ant. inches from floor and ceiling lines, and butting walls. Install furring CONFORM TO APPLICABLE CODE FOR FIRE RESISTNACE RATINGS AND SURFACE INTERIOR GLAZIN OMPOND: Polymerized butyl rubber an ter fillers channels directly attached to concrete and brick masonry and concrete BURNING CHARACTERISTICS: walls, as applicable, in accordance with Manufacturer's instructions. (pigments), sol t based with minimum 75� solids, non- consistency, 1. ASTM E 136, ASTM E 119 and ASTM E 814, as applicable. tack-free tim f 24 hours or less, paintable non-staining. ACOUSTICAL AND FIR� RATINGS Install framing and furring as required for 2. UL. 1479 fire test to achive required fire-rating as noted on drawings. indicated acoustical and fire ratings. 3. Listing: UL or WH listed in building products directory. EXTERIOR G ING COMPOUND: Conforming to ASTM C920, typ grade NS, use G. C pound shall be paintable or colored to match fra CEILING FRAMING INSTALLATICN Install in accordance with ASTM C 754. DELIVERY, STORAGE AND HANDLING: Comply with manufactures instructions Ccordinate location of hangers with other Work. Install ceiling framing for product handling and storage. GRAZING PE: Preshimmed 10 percent solids, non-shrinking, but rubber independent of walls, columns and above-ceiling Work. Reinforce openings in tape co atible witn sealants, if exposed, tape shall be paintable, r ceiling suspension system which interrupt main carrying channels or furring MANUFACTURES: colore o match frame. channels, with lateral channel bracing. Extend bracing minimum 24 :nches beyond each end of openings. Laterally brace entire suspension system. At FURNISH FIRESTOP SYSTEMS ACCEPTANBLE TO GOVERNING CODE AUTHORITY BUTT ALZING SEALANT: GE 1200 series silicone, black. mirror mastic. lights or other openings that interrupt the main runner or furring channels FROM ONE OF THE FOLLOWING MANUFACTURES: poly r type mirror mastic resistant to water, shock, cracking, vibrati nd � reinforce grillage with 3/4 inch cold-rolled channels, wire tied atop and Q th al expansion. �, parallel to the rr�ain runner channels. Do not bridge control and expansion � 1. U.S. Gypsum Co. joints with metal furring. Provide separate supports on each side of joint. N 2. Tremco. Inc. rking tempered glass shal Ihave each light permanently etched v�ith ° 3. 3M Fiere protection products add other manufacturers as required. anufacturer�s name and its compliance with ANSI Z-97.1 N � SECTION 09250 - GYPSUM BOARD SUMMARY Section Includes: Gypsum board and joint treatment as shown on the Drawings and as specified. SUBMITTALS Reports: Submit fire test report for fire rated cssemblies, and acoustical performance test reports for �coustically-rated assemblies. QUALITY ASSURANCE Regulatory Requirements: Conform to appicable code for fire rated assemblies. Comply with applicable specification recommendations of GA-216 and GA-600 as published by the Gypsum Association. DELIVERY, STORAGE, AND HA�JDLING Comply with GA-216 and Manufacturer's directions. MANUFACTUERS Furnish products of one of the following Manufacturers, subject to compliance with Specification requirement�: 1. Georgia-Pacific Corp. 2. Gold Bond Bu+lding Products Div., National Gypsum Co. 3. United States Gypsum Co. GYPSUM BOARD MATERIALS Stondord Gypaum Board: ANSI/ASTM C36; 5/8 inch thick, maximum permissible length; ends square cut, tapered edges. Fire Rated Gypsum Board: ANSI/ASTM C36; fire resistive and moisture resistant type, UL rated in thicknesses indicated, maximum permissible length; ends square cut, tapered edges. Moisture Resistant Gypsum Board: ANSI/ASTM C630; 5/8 inch thick, maximum permissible length; ends square cut. Gypsum Backing Board: ANSI/ASTM C442; [fire rated type; 5/8 inch thick; square edges, ends square cut, maximum permissible length. Ceramic Tile Backer Board: As specified in Section 09310 -Ceramic Tile. ACCESSORIES Adhesive: ASTM C557. Acoustical Sealant: Non-hardening, non-skinning, for use in conjunction with gypsum board, as recommended by Board Manufacturer. Corner Beads: _ Gr1216; Type CB; electro-golvanized steel. Edge Trim: GA216; Type L bead; electra-galvanized steel and Type LC rolled-formed zinc. Control Joint: U.S. Gypsum No. 093, roll-formed zinc. Joint Materials: ANSI/ASTM C475; reinforcing tape, joint compound, adhesive, water, and fasteners. For coated board and gypsum sheathing, use material recommended by Board Manufacturer. Screws: ASTM C1002 for steel drill screws. Type G for fastening to gypsum board, Type S for fastening to light gauge steel framing and Type W for fastening to wood framii�g. Wall Texture: As manufactured by USG or LaHabra Inc., multi-purpose, pre-packaged, non-asbestos type. INSPECTION Verify that site conditions are ready to recEive Work and opening dimensions are as instructed by the Manufacturer. Beginning of installation means acceptance of substrate. GYPSUM BOARD INSTALLATION Install gypsum board in accordance with GA-201 and GA-216, and Manufacturer's instructions as applicable. Erect single layer standard gypsum board in most e�onomical direction, with ends and edges occurring over firm bearing. Erect single layer. fire rated gypsum board vertically, with edges and ends occurring over firm bearing Use screws when fastening gypsum board to metal and wood furring or framing. Double Layer Applications: 1. Use gypsum backing board for first layer, placed perpendicular to framing or furring members. 2. Use fire rated gypsum backing board for fire rcted partitions: 3. Place second layer perpendicular to first layer. 4. Offset joints of second layer from joints of first layer. 5. Secure second layer to first with adhesive and sufficient support to hol� in place. Apply adhesive in accordance with Manufacturers instructions. Treat cut edges and holes in moisture resistant gypsum board and with sealant. Place control joints consistent with lines of building spaces as indicated on Drawings and as rFCOmmended by Board Manufacturer. Place comer beads at external comers. Use longest practical length. Place edge trim where gypsum board abuts dissimilar materials. JOINT TREATMENT Tape, fill, and sand exposed joints, edges, and corners to produce smooth surface ready to receive finishes. Feather coats onto adjoining surfaces so that camber is maximum 1/32 inch. Taping, filling, and sanding is not required at surfaces behind cararnic tile.. FINISHING OF GYPSUM BOARD SI�RFACES . Provide finish of gypsum board surfaces in accordance with the Gypsum Association "Recommended Specification: Levels of Gypsum Board Finish". Surfaces shall be free of dust, dirt and oil before application of texture or skim coat. Remove overspray from adjoining construction. CLEANING After completion of wallboard installation, taping and texturing, remove rubbish, excess materi4l and equipment from building and job site, leaving floors and other surfaces clean. During the course of the Work and on completion of the Work, remove excess materials, equipment and debris and dispose of away from premises. Leave Work in clean condition, PROTECTION Protect Work from damage until acceptance. Maintain temperature of installed gypsum board spaces in range of 55 degrees F. (13 degrees C.) to 90 degrees F. (32 degrees C.) until building is entirely closed. Ventilate as required to eliminate excessive moisture. Repair or replace damaged Work. END OF SECTION 09250 SECTI ON 09310 - CERAM I C 8c STON E TH I S SECTI ON N OT U SED MMARY Section Includes: Ceramic Tile Work as shown on Di awings an specified herein. S MIiTALS Product Dcta: Subm�t Manufacturer's data for tile and a ssory materials, including recommended procedures for mixing m rials and setting tile. Samples: Submit samples of each type of cer ic tile required, marked with ��lanufacturer's name and location whe tile is to be installed. QUAL ASSURANCE Conform with applicable requirements of ANSI 108 Series nd the TCA "Handbook for Ceramic Tile Instaflation." Tile s II bear t TCA grade seal. Usually not required unless installation aesthet are critical to quality control. Pre-Installation Meeting: rior to comme ng the work of this Section, schedule and attend a m ing at the job e to discuss conformance with Project requirements. ending disperses olor variations in tile. Regulatory Requirements: Prov' floor tiles with efficient of friction in accordance with ADA. guideli s. DELIVERY, ORAGE AND HANDLING Deliver manufactured mate s in original, un ken containers bearing ncme of Manufacturer, and and grade seals. eep materials dry, clean and protected agains deterioration. MAINTENANCE tra Materials: Furnish one (1) square foot tile for each 100 square fe of each color and size of tile and grout' materials used in the Pr ct. If less than 100 square feet is inst d, provide a minimum of on square foot of extra stock. TILE MATERIALS ors and Patterns: Colors and pattern of tile as shown on Drawings. MORTARS Epoxy M ar: Epoxy resin and . epoxy hard er in accordance with ANSI 118.3 an acceptable with TCA Method. Thi Set Installation: Dry-Set per ANSI A 8.1, or latex-Portland cement ortar per ANSI A118.4, by an appr d Manufacturer and acceptabl with TCA Method. Adhesive Installation: -ganic adhesive per ANSI 13 , Type 1[Type 2], cnd acceptable with Method W242. Grout: Con ming to ANSI 118.3 and the TCA Handboo by an approved Manufact r. Grout shall be sealed. Colors shall be s noted on Drawings. Th holds: Marble Institute of America, Class A, c r selected by the Archit t from standard colors r vid a comfortable transition of the approved manuf urer, shaped to p o between tile and other f r finishes, with smoo matte surface finish and in the dimensions a thicknesses shown the Drawings. INSTALLATION MATERIALS CI vage Membrane/M ture Barrier: As required for cleavage and to preve penetration of s II amounts of water, provide a system using 0.0 inch thick pol hylene sheeting complying with ASTM D2103, or 15 Ib. sphalt-saturat felt complying with ASTM D226. Anti-fracture load bea g bondable mbranes are to be supplied when minor shrinkage cracks re to be br' ed in light commercial and residential installations. Cemen ious Backe Units: Provide cementitious backer units conforming to AN A118.9. Ided Wire Fabric Reinforcement: Provide 2" x 2" esh of /16 gage wire, or 3" x 3" mesh of 13/13 gage wire, or 1/2" '� mesh of 16/13 gage wire, c�mplying with ASTM A 185. Prov mes in flat sheets, or flatten before installing. Expansion/Control Joint acki Material: Provide closed cell polyethylene foam weighing not le th 2.7 Ibs. per cubic feet, and in dimension approximately 2Q perce t ker than width of the expansion joint in which used. Expansion/Con J�int Sealant: Provide in colors sefected by the Tenant. 1. At joints tween floors and walls, and at perimeter of inetal door frames, pr e one-part s�licone material. 2. At joints in traffic areas, and at perin r joints, provide two-part polyurethane material with Shore A ness of 35 - 45. Edge Strips: Design as required for the conditi use. Ceramic Tile Backer Board: Georgia-Pacific Dens-Shield, Mod rs c. Wonder-Board, or USG Durabond Division Durock Tile Ba r B rd, moisture-resistant backer boar� for application c;f ceramic le in et areas. Furnish with joint ta�e. Waterproof Membrane: Mo Corp tion Planicrete W multi-component synthetic poly r wate oofing membrane and tile•-setting adhesive, trowel-a ied; or s et waterproofing membrane meeting Uniform Plumbing Co and so I led. EXAMINATION Examine subsurf es to receiv Work and report detrimental conditions in writing. Comm ement of Wo will be construed as acceptance of subsurfaces. ordinate with er Work which affects, connects with or is concea by this Work. fore proceeding, make certain required inspection ave been made. here a Portland cement mortar setting wilf be inst ed or where tile u s will be thin--set directly to the substrata, not commence in Ilation of .the setting bed until substrata are in the following tole ces: 1. Horizontal surFaces: Level within 1 inch in ten feet in directions; 2. Vertical su�faces: Level within 1 inch in eight feet in directions. Conditions of Surfaces Receive Tile: Verify that urfaces to receive mortar setting bed a tile are firm, dry clean, a free from oily or waxy films and curin compounds. Verify that grou s, anchors, plugs, recess frames, buck electrical work, mechanical w , and similar items in or behind the til ave been installed before pro ding with installation of mort bed or tile. If the concrete su rate has a hard steel trowel finish if curing compounds are used, en the concrete must be heavily s rified. PREPARATION Lay ut Work sa that no tile of less tha alf size occurs. Maintain full cou s to produce nearest attainable heig without cutting . Align joints in wall tile vertically and orizontally except where o er patterns are shown or specified. Alig 'oints in walls to conform to atterns selected. Align joints in floor tile right angles to each other nd straight with walls and conform to pat ns selected or indicated. cate accessories in tile wclls as indicated Drawings. Where the si of accessory does not line up .with the joi ng pattern of adjacent e, the cutting of tile and arrangement of join around the accessories all be as directed. INSTALLATI General Requirements for Ceramic Tile Installatio Install tile in accord e with ANSI Specifications 108.1 through A118.1 Manufact r's recommendations. Thin Set: Install tile and thre Ids using TCA Met for substrate cor�dition and type for latex or dry- mortar bed. Gr : Mix and apply in accordance with manufacturers ins ctions. Mix onl as much grout as can be used in one hour. Waterproo Membr e(Adhesive: Utilize where membrane is required beneath e. Water of coves at wat areas in occordance with Manufacturer's reco endations to a minimum recommended above floor. Allow esive type terproof inembrane to cure before applying bonding materi CLE ING Wipe surfaces clean after grouting, remove traces of mort an rout. Do not use acid solution for cleaning glazed tile. During co e of the Work and on completion, remove and dispose of exces m erials, equipment and debris away from premises. Leave Work in n c dition. OTECTION Close spaces to traffic or other Work until tile is firmly se otect from damage until acceptance. Repair damaged Work at no dditional cost to Owner. Prohibit foot and wheel traffic from using newl iled floors for at least 7 days. Place large, flai boards in walkways and wheelways where use of newly tiled floor is unavoidable. END OF SECTION - 09310 DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 � � � W � � U � � � � � � � o-- U o0 � J �O � �� m0 � � � \ W � � ��_\ � � � � � N� � J o N � � � �U � W ., m � � � � � � � � � � � C �� ``� �,�afl P. ��, �� ✓? � �; �a cs � C - �r0i � �'�� `�'� _ ,�� % 'I � REVISIONS SPECIFICATIONS SHEET NUMBER � � ¢ � � � N 0 N N � SECTION �9660 - RESILIENT TILE FLOORING TH I S SECTI ON N OT U SED FOR THIS PROJECT S ARY Section Includes: Resilient tile tlooring and accessories on awings and as specified. SUB ALS Product Data: Submit data on specific products, des physi and performance characteristics, sizes, patterns and col availab Maintenance Data: Submit maintenance procedures, rec mainte ce materials, and suggested schedule for cieaning, stri re-waxi QUALITY A URANCE Qualifications: Installation shall be by qualif' approved the Manufacturer of the materials. Regulatory Re flame spre index; slip resistance of floor surfaces -and ch g shall be in ordance with applicable law. DELIVERY, STO GE AND HANDLING Deliver materials to site ' Ma original unopen packaging with labels intact. Adequately tect damage while s ed at the site. Comply with Manufactur inst handling. PROJECT/SITE CO TIONS Environmental Requirements: tallation begin until Work o ther Trades is substantially compl d and t rooms where floorin is to be installed has been mai ined at temperature of 70 rees F. for at least 48 hours. oisture c bondability of concret sub-floors shall be determin by a field method recommended the flooring manufacturer. aintain am temperature required b dhesive Manufacturer thr days prior and 24 hours after inst ation of materials. MAINTENANCE Extra Materi : Provide 12 square etof flooring a lineal feet of base of eac aterial specified. TILE FLOORING Vinyl Compo n Tile: ASTM F 6 Class 2, Com 12 inch x 12 size. 1/8 inc thick; design, ttern and color q BASE: FS SS-W-40, Type I ru r; or Typ vinyl 4 inch high; thick; top set covered. ACCESSORIES Adhesives: Suitable r the der floor substrate c involved as recommended by the nuf urer of the flooring m Adhesives shall be waterproof, sta e ype. Asphalt emulsions acceptable. Crack and Joint Filler: t roof type as recommen w'de with beveled ed Manufacturer. Edge Strips: 1 inch ( ) i g to match flooring. Sealer: Type reco ended by Flooring Manufa EXAMINATION Examine sub surfaces eive Work and report d conditions in writing to Architect. cement of Work will be as acceptance of sub surfaces. I ect sub-floor to receive flooring. Do not lay floor coverin until s-floors are in proper to receive same. Sub-floors sh be bro clean, free of forei and thoroughly clean before in Ilation. Ve concrete floors ar bondable. PREPARATION Remove sub-fl ridges and b ps., Fill low spot joints, holes, and other def s with sub floo 'ller. Apply, trowe filler to leave a smooth, fl hard surface. Pr 'bit traffic from filler is cured. Vacuum cle substrate. Apply p er to floor su recommended by Flooring anufacturer. INSTALL4TION - TILE FL ING Install in accordanc with Manufa instructions and in acc ance with "Recommended ork Proced Resilient Floor Coverin of the Resilient Floor Cove g Institute. flooring with joints p Ilel ±o building lines and with mmetrical patterns. Terminate f ring at centerline of door ope gs where floor finish is dissi r. Install edge strips at unprote d or ex edges, and where oring terminates. Scribe flooring to alls, c cabinets, floor ou s, and other appurtenances to prod e tight INSTALLATION - SE Fit joints tight and vertical. Maintai inim measurement of 8 inches between joints. Miter internal c ers on solid backi Bond tight to wall and floor surfaces. Sc e a door frames other interruptions. CLEANING Af flooring has become well seated and just prio to traffic, t roughfy clean in accordance with Manufacturers recommen ions. No waxing is required. Remove dirt, debris a from floor overing and adjacent surfaces using Manufacturers recomme d methods and leave installation in a condition. Duri course the Work and on completion, remove excess materials, and de and dispose of away from premises. Leave Work in c conditi PROT ION Minimize traffic until flooring has become well seate 48 rs, at a maintained temperature of not less than 70 deg as sh n crib' o rs o ended p g, and SECTION 09680 -CARPET TH I S SECTI �N N OT U SED UMMARY Section Includes: Carpet and accessories as shown on Drawin d as specified. MITTALS Product Data: Submit Manufacturer's Specifications and r mmended procedures for installing carpet, adhesive and accessor . Sh Drawings: Submit Drawings indicating seam locations and edgin co 'tions in accordance with Manufacturer's recommendations. Test eports: Sub 't reports for flammability, smoke density ad static �ropensity om inde ndent laboratory no more than 2 years old. Contractor shall e provi written moisture,and alkali test results pertaining to the c rete slab 'or to installation. Contract Closeout Submittals: Subrnit th ollowing: Submi 2 copies of Manufacturer's instructions for carpet care a cleaning. Instruc ns shali include shampooing and removal of stains. an urns; Warran installer QUALITY SURANCE ements: Carpet I aller Qualifications: Minimum of 5 years commercial es in level installatio experience. Standards. omply with the following nufacturer's �• Federal ame Standard (Pill Test): Passes (DOC-FF - 1 0) against 2• Flamma 'ty Requirements - Flooring Radiant Panel: Cla one ructions for - Exceed .45 Watts per cm2 (ASV E-648 in direct glue-down plication). 3. Optical S ke Density Requirements (ASTM 662-79): L tharj shall not 450 (NBS S ke Density Chamber - NFPA-258). he area or 4. Static Prop sity: Under 3.0 KV (AATCC-134). a minimum ontent and DELIVERY, STOR E AND HANULING Deliver materiols to in Manufacturer's testing original unopene packaging with each roll ha�ing regis r number tags bient attached.: regist identification stenciled on mill wrap gs and intact. Store to, during, in well ventilated aces protected from damage; dirt, tains, moisture and other adverse co tions. nd 12 PROJECT CONDITIO Verify install dimensions by ma g field measurements. WARRANTY Manufact r shall warrant carpet agains excessive surface wear position 1, for 10 years from e of substantial completion en properly installed s indicated. and maintained. Exce ive surface wear is defined s more than 10 percent loss of pile fiber. Are having excessive surface ear shall be replaced at 1/8 inch Manufacturers expense 'ncluding labor. MAINTENANCE Carpet sc s and trimmings mor han 3 feet in one onditions dimension shall be neat packaged in small q tities and delivered to aterials. Tenant at Project Close . Include as overage ne piece of carpet of each are not color not less than 4 sq re yards. ded by the ACCESSORIES Underlaymen Portland cement tex concrete floor filler for ctuMe terial leveling concrete floor as ommended by rpet, Manufacturer. Floor Primer: Manufacturer s app ed floor prime pplied to all areas that are etrimental to receive glue-down carpe g. Edge Strip• etal or vinyl reducer strip for construed areas, doorways and other as where e of carpet is exposed. Carpet resilient Gripper: Tackless type for st h installati condition EXAMINATION Examine sub su es to re ve Work and report detrimental gn matter e dry a�id conditions. Commencement of rk will construed as acceptance of sub surfaces. Check concrete for e ssive isture content or hydra-static moisture content. Excessive moi re is efined as no more than 2.5 s, cracks, pounds per 1000 square feet in 4 h s. Check concrete for I, and float acidity/alkalinity which shall test th 6.0 to 8.0 range. (;oordinate with area until other Work which affects, connec w' , or will be concealed by this Work. rFaces as PREPARATION Inspect surfaces to receive carpet, ke tests recommended by Carpet cturers' Manufacturer, take necessary corre e action. Grind ridges in concrete ures for floors level and smooth. Fill crack nstruction joints and other surface Lay tile imperfections with latex underlaym t ompound troweled level with adjacent tile surfaces. Telegraphing of irregular s sub floor shall be sufficient cause adjacent for rejection. Remove foreign an nc patible materials and vacuum clean posed surfaces immediately prior to in Ilati Existing Surface Preparation: At existing floors, remove Existing ors i areas indicated to receive carpet, olumns, to provide joints. an acceptable surface for dire glue-d n carpet as follows: 1. Provide clean floor surface um 2, Flood apply full strength fl r strippin olut.ion. Allow to stand for Install base several minutes and, prior to rying, scru with disscrubber with screen nd fit to mesh or stiff bristle brush. 3. Flood rinse with hot wat and complet remove rinse water with 0 opening it squeegee ond/or wet-vac. 4. Repeat any or all of a e steps as req ed to insure complete removal adhesive of wax and strip�er. 5. Allow fleor to dry com tely. the 6. Repair floor as requir by Carpet Manufa rer prior to installing carpet. uipment INSTALLATION - GLUE-D N le Install carpeting materi and adhesive in strict cc�rdance with Manufacturer�s recomm dations and in accorda with CRI 104-1993, d at ast "Standard for Installati of Commercial Textile r Covering Materials" as rees 21 published by the Carp and Rug de s C.), and do not permit fixtures, equipment, trucks, or similar ms Institute. Lay carpet terials tight and free of ir ularities. i,ut and on ooring. fit carpeting accurat and smoothly on wall and or surfaces, around projections and into im strips or binding bars wit a minimum number of E OF SECTION - 09660 seams. Install no I ths or fillers which are le than 2'-0" (600mm) in length ake installation continuous under ovable portable and/or accordi partitions. Carpet Seams: 1. Locate seams accordance with approved seam di ram. 2. Seam layout all provide a minirium total seam le th with minimum head seams. 3. Do not loca head seams in areas of heavy traffic. 4. Butt match eams in carpeting material with no cut d ends allowed and with carp tufting running in .same direction throug t Project installation. 5. Stagger c pet cross cuts or seams by a minimum of feel 6. Required pes or cdhesives used shall be in strict acc ance with carpet and oduct N;anufacturer�s recommendations for typ of seam, material a use intended Edge Strips: 1. Install ere floor carpeting terminates and where carpeti abuts a dissimilar or material. 2. Secur fasten edge strips with concealed fasteners. CentE: under doors at doorw s. CLEANI Remove spots, smears, stains, and similar defects im diately with a aterial recommended by Carpet Manufacturer. Thoroughl vacuum and cl n car�et installation after other Trades have bee�� comp ed or when herwise directed. installed carpeting material shall be left ee from adhe es, scraps, carpet ripples, scallop and puckers. Carpet spo shall be clea with spot remover approved by Carpet Manufacturer and I e thre s rerr�ovec; with sharp scissors. Installed carpeting material s I be fre rom defects at time of final acceptance by Owner. During th ourse of e Work and on completion, remove and dispose of excess mat 'als, eq ment and debris away from premises. Leave Work in clean con 'on. P TECTION Protect installed carpet against soiling abuse or damage er Trades, and cover completed Work as necessary to ensure prote 'on. pair or replace damaged Work. D OF SECTION - 09680 SECT ON 09900 PAINTING SUMMARY Section Includes: Painting as specified and as noted on Drawings. Surfaces requiring finishing and left unfinished by the requirements of other Sections shall be painted or finished as part of the Work of this Section.s DEFINITIONS Touch-Up: Painting of items missed by painter at no additional cost to Owner. Re-Paint: Repairs to paint work f�r damages caused by other trades. SUBMITTALS Product Data: Submit schedule of manufacturers of products required for the Work, together with specifications recommended by each manufacturer. QUALITY ASSURANCE Preparation, application and workmanship shall be in accordance with manufacturer's recommendations and applicable provisions of the following: 1. Painting and Decorating Contractors of America - "Pointing Specification Manual," for Type 1, Standard job, except where specified otherwise. 2. Gypsum Association - GA210, "Gypsum Board for Walls and Ceilings.'� DELIVERY; STORAGE, AND HANDLING Deliver materials to site in manufacturer's sealed containers, legends and labels, intact. Adequately protect against damage while stored at site. In no case shall the amount or method of materials stored exceed the amount permitted or the manner allowed by local ordinances, state laws, or fire underwriter regulations. PROJECT/SITE CONDITIONS Environmental Requirements: Do not apply exterior paint in damp or rainy weather or until after the surface has dried thoroughly from the effects of such weather. During interior application, maintain minimum temperature of 65 degrees F. unless otherwise directed by manufacturer's printed instructions. Hold temperature as constant' as possible. Provide adequate ventilation at all times so the humidity cannot rise above the dew point of the coldest surface to be painted. Moisture-containing surfaces, such as concrete, stucco and cement plaster shall have a moisture content of less than 8 percent as measured by moisture meter. Remove surface salt deposits prior to painting. Verify that pH is neutral, or within acceptable limits of Paint Manufacturer. Paint after thoroughly cured. MAINTENANCE Extra P�faterials: Upon completion of the Work, furnish Owner with one fresh gallon of each type and color of paint and finish used on this Project. Label containers with manufacturer's name, batch, color, shelf life, instructions, and cautions. MANUFACTURERS Furnish products only of the manufacturers listed in the finish schedule. MATERIALS Materials used shall comply with applicable Federal and local air pollution regulations, lead content laws, and current VOC requirements. Materials shall be "top of the line, first quality" products. Alternate materials submitted for prior approval shall have qualities and materials equal to the other listed manufacturer's top of the line, -first quality products. Materials selected for coating systems fo� each type of surface shall be the products of a single manufacturer. Paints shall be ready mixed except for field catalyzed coatings. Contractor shall provide either waterborne or solventborne products at contractor's option and as follows: Waterborne: Provide where low ocior and fast dry are desired. Non-blocking materials shall be used for doors, door jambs, railings and other locations subject to handling, or where surfaces will come into contact with other painted surfaces or belongings. Solventborne: Provide where harder finish is required (such as "wet" areas) and odor will not create problems with occupants. These products shall not be used where color retention is a concern. EXAMINATION Examine sub surfaces to receive Work and report in writing, conditions detrimentai to Work. Commencement ofi Work will be construed as acceptance of sub surfaces: PROTECTION Before painting, remove hardware, accessories, electrical plates, lighting fixtures and similar items. Provide protection for such items, including adjacent surfaces as required or directed. On completion of each space, replace above items. Mask permanent labels. Provide, distribute, and maintain a sufficient supply of clean drop cloths and other Nrotective coverings. SURFACE PREPAR.4TION Surfaces requiring painting or finishing shall �e thoroughly dry and cured, free of dirt, dust, grease, oil and other foreign matter. Repair voids, cracks, . nicks, and other surface defects, with appropriate patching material. _ Finish flush with surrounding surfaces. Spot prime marred or damaged shop coats on metal surfaces with appropriate metal primer. Determine moisture content of plaster, stucco, cementitious - ma rial b use of a reliable materials, wood, and other moisture holding te s y , electronic moisture meter. Surfaces shall be prepared in accordance with finish manufacturer's printed instructions prior to application of the finish. Wood: Sandpaper to smooth and even surface and then dust off. After primer or stain coat has been applied, thoroughly fill nail holes and other surface imperfections with putty tinted with primer or stain to match wood color. Sand woodwork between coats to a smooth surface. Cover knots and sap streaks with a thin coat of shellac. Finish door and window edges after final fitting. Finish interior of cabinets in the same manner as the exterior unless otherwise specified. Seal interior of drawers unless otherwise specified. Backpriming: Backprime exterior woodwork, which is to receive paint finish, with exterior primer paint. Backprime interior woodwork, which is to receive point or enamel finish, with enamel undercoater paint. Backprime interior and exterior woodwork, which is to receive stain and/or varnish finish with VOC compliant varnish. Back-prime wood trim before installation. Steel and Iron: Remove grease, rust and rust scale and touch-up chipped or abraded places on items that have been shop coated. When area will be exposed to view, sandpaper the entire treated area smooth, feather the edge of surrounding undamaged prime coat and spot prime in a manner to eliminate evidence of repair. Where steel or iron at existing Work have a heavy coating of scale, remove by sand blasting, sanding, descaling, grinding or wire brushing, as necessary, to produce a satisfactory surface for painting. Galvanized Metal and Aluminum: Thoroughly clean by wiping surfaces with surface conditioner or solvent. Prime galvanized metal with galvanized iron primer as recommended by point manufacturer. A test sample of the complete painting system should be applied and checked for adhesion before final painting begins. Clean visible portions of throats of galvanized steel ductwork with solvent; wipe dry with clean rags and paint flat black. . Concrete: The method of surface preparation shall be at Contractor's discretion, provided the results are satisfactory to the Tenant, and method is in compliance with applicable codes and requirements. Before first paint coat is applied, spot prime nails and other exposed metal occurring in the surfaces with a rust inhibitive primer as recommended by paint manufacturer. Prepare existing surfaces to be painted by removing dirt, dust, oil and grease stains and efflorescence. Plaster and Gypsum Board Surfaces: Fill cracks, holes or imperfections in with compatible patching material and smooth off to match adjoining surfaces. Before painting, surfaces shall be first tested for dryness with v moisture testing device. Apply no paint or sealer on gypsum board or plaster when the moisture content exceeds 8 percent. Test sufficient areas in each space and as often as necessary to determine if the surface has the proper moisture content for painting. If the moisture content is between 8 percent and 12 percent, prime with alkali resistant primer. If 8 percent or less, prime with specified primer. Remove the dry salt deposits from plaster surfaces by brushing with a stiff brush before painting. Existing Surfaces: Clean, sand, patch, repair, and prepare existing surfaces to be painted so that such existing finished surfaces are indistinyuishable from new surfaces. Surfaces which cannot be prepared or painted as specified shall be immediately brought to the attention of the Tenant in writing. WORKMANSHIP Apply products to achieve pai��t manufacturer's printed specifications for dry mil thickness Apply each coat of paint evenly and comply with manufacturers drying time before applying subsequent coats. Finished work shall be uniform, of approved color, smooth and free from runs, sags, clogging or excessive flooding. Make edges of paint adjoining other materials or colors sharp and clean, wi��hout overlapping. Where varnishes or enamel is used, lightly sand dust and clean undercoats to obtain a smooth finish coat. Sand carefully between each coat of finish on smooth surfaces for good odhesion of subsequent coats. APPLICATION The number of coats scheduled is the minimum number of coats required. Additional coats) shall be applied; at no additional cost to the Tenant, to completely hide base material, pr�vide uniform color and to produce satisfactory finish results. Apply coatings without thinning except as specifically required by label directions, or required by these specifications. In such cases, thinning shall be the minimum reduction permitted. Plumbing, Mechanical and Ele�trical: Exterior and interior exposed water, gas, waste pip�ng, sprinkler piping, conduit, lighting and electrical panels, telephone terminal boxes, galvanized ducts and insulated ducts, etc., shall be painted unless otherwise directed. Paint exposed unfinished fixtures, metal ducts, switch boxes, control panels, devices, starters, junction boxes, vents, drains, an, other similar items. Spray paint prime coated (not pre-finished) grilles anc� registers with enamel or lacquer to match walls and ceilings. Paint materials shall not sag, run or bind movable parts of grilles, registers, louvers, baffles, and other similar items. Throats of ducts shall be given one coat of flat black paint, wherever visibility of the interior of the duct is allowed through registers or other similar items. At fiber lined duct, use black latex paint. Examine the Mechanical and Electrical Drawings and Specifications to determine the amount of exposed work to be painted. Paint exposed surfaces of every member; paint items inaccessible after installation before installation, if required to be painted. Edges, tops, and bottoms of wood doors shall be finished and sealed with the same finish as the door faces, to meet door manufacturer�s warranty requirements. Paint items fitted with finish hardware after hardware has been temporarily removed. Heating and other equipment on or r�djacent to walls or surfaces scheduled for painting, shall be disconnected, using workmen skilled in appropriate trades, and moved temporarily to permit painting of surface. Following completion of painting, replace and reconnect items. Each succeeding pigmented coat shall be distinguishably lighter than the previous coat. Tint prime and undercoats to a color similar to finish coat. The Contractor shall assume the responsibility to recoat work in question. Brush, wipe or roll stain in 2 coat application. Avoid lap marks by maintaining.. "wet-edge' continually being merged with existing liquid coverage and stop only at natural edges, turns and breaking places. Do not paint over Underwriters' Laboratory labels, fusible links, exposed sprinkler heads, and other similar items. Paint piping, electrical or other equipment, conduit, ��ents, and other similar items, on roof or other exterior locatie�s as directed. Finish closets and the interior of cabinets with some color as adjoining rooms, unless otherwise specified. Finish other surfaces same as nearest or adjoining surfaces, unless otherwise shown or scheduled. Paint surface of walls which will be conceuled by cabinets, chalkboards or other items attached to wall. ADJUSTING At completion, do touch-up and re-paint work as directed by the Tenant and leave finish surfaces in good condition acceptable to the Tenant. CLEANING During the course of the Work, remove misplaced point and stain spots or spills. Leave Work in clean condition acceptable to Tenant. Remove oily rags and waste daily, taking precaution to prevent fire. SCHEDULES Schedule of Finishes: Refer to the "Finish Schedule" on the Drawing for designated finishes- of areas. INTERIOR. PAINT FINISHES This schedule uses the generic nam�s listed in - Table of Painting Products. Interior Concrete Masonry (Non-Wet Areas): Apply to exposed interior concrete masonry block units except areas specified above for enamel finish. 1. 1 st Coat: Block Filler, w/o Aggregate. Work 1 st Coat into surface of block and mortar joints to fill all pits and voids. 2. 2nd Coat: Vinyl Acrylic Wall Sealer or same material as 3rd Coat as recommended by manufacturer. 3. 3rd and 4th Coats: Acrylic Enamel, Semi-Gloss. Ferrous Metals: Apply to exposed rnetals such as steel doors, hollow metal frames, metal beam saddles, columns, grilles and �-egisters, stair and hand railings, ladders, and other exposed miscellaneous metals. 1. 1 st Coat: Ferrous Metal Primer 2. 2nd-Coat: Enamel Undercoater/Primer or same material as 3rd Coat as recommended by manufacturer. 3. 3rd Coat: Eggshell: Enamel, Eggshell - Acrylic (Non-Blocking) or Alkyd. Semi-Gloss: Enamel, Semi-Gloss - Acrylic (Non-Blocking) or Alkyd. Gloss: Enamel Gloss - Acrylic (Non-Blocking) or Alkyd. Interior Wood Finishes (Enamel): Apply to wood door frames, columns, exposed and concealed casework and millwork, wood-window wall construction, medium density plywood surfaces, shelving, roll-up wood doors, perforated and plain +ype hardboard, particleboard and other exposed miscellaneous wood and trim, except wood specifiEd for a transparent or stain finish. 1. 1 st Coat: Enamel Undercoater/Primer. 2. 2nd and 3rd Coat: Eggshell: Acrylic Enamel, Eggshell Semi-Gloss: Acrylic Enamel, Semi--Gloss Gloss: Acrylic Enamel Gloss Interior V�Jood Finish (Flat): Apply to plywood telephone backing boards and other miscellaneous softwood as noted, specified or scheduled. 1. 1 st Coat: Enamel Un�ercoater/Primer. 2. 2nd and 3rd Coat: Vinyl Acrylic, Flat Galvanized Metals: Apply to .exposed galvanized metal. 1. Pretreatment: Solvent clean metal to remove foreign matter or any coating applied by the metal manufacturer. 2. 1 st Coot: Galvanized Metal Primer 3. 2nd and 3rd Coats: Eggshell: Acrylic Enamel, Eggshell Semi-�loss (if noted on Drawings): Acrylic Enamel, Semi-Gloss Gloss (if noted on Drawings): Acrylic Enamel Gloss Aluminum: Apply to interior louvers and other miscellaneous exposed unfinished aluminum surfaces. 1. Pretreatment: Solvert clean metal to remove foreign matter or any coating. applied by the metal manufacturer. 2. 1 st Coat: Aluminum Primer 3. 2nd and 3rd Coats: Eggshell: Enamel, Eggshell Semi-Gloss (if noted on Drawings): Enamel, Semi-Gloss Gloss (if noted on Drawings): Enamel Gloss Gypsum Board, Plaster and Concrete (Wet Areas): Apply to gypsum board, plaster and concrete surfaces in toilet rooms, janitor rooms, kitchens, and other areas cs scheduled. 1. 1 st Coat: Enamel Undercoater/Primer - Solventborne, unless noted otherwise. 2. 2nd and 3rd Coats: Eggshell: Enamel, Eggshell - Sofventborne. Semi -Gloss: Enamel, Semi-Gloss or Epoxy Enamel, Gloss - SolvPntbonie, Gypsum Board, Plaster and Concrete (Non-Wet Areas): 'Apply to gypsum board, plaster and concrete except for wet areas. 1. 1 st Coat: Primer/Sealer. Waterborne Primer/Sealer - Solvent borne (Alkyd) shall be used at new untextured srnooth gy�sum board surfaces covered with powdery . or unstable soft top joint cement. 2. 2nd and 3rd Coat: Eggshell: Enamel, Eggshell Semi-Gloss (if noted on Drawings): Enamel, Semi-Gloss Flat (if noted on Drawings): Point, Flat C OARD PAINT 1. D finish shall be Type 5 Finish. 2. Remo loose materials prior to painting. 3. Use man ers recommended latex primer - coats. Allow to thorough between coats. 4. Lightly sand and primer base as ne rior to applying chalkboard paint. A ces must b 5. Do not thin chalkboard p Rol pray on paint DO NOT brush on. Finish must be even and sm 6. Allow each c�at to thorou ' r to next coat application. provide a minimum of 4 coats. 7. Conditioning & Use• er 3 days, the oard is ready for use. before writing on the surface by rubbi e side of a piece of chalk over ntire surface and erase. This ave a coat of chalk at will provide the best erasability. C ard can be wi an with a damp cloth. Wait 7 days after pai efore g it down. Repeat conditioning step after every cleani ACOUSTIC CEILINGS: Apply to existing acoustic tile or board. 1 st and 2nd Coat: Flat - vinyl acrylic. END OF SECTION - 099Q0 DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 LJ.J � � W � � U � � � � � � � �' � U o0 � � \� � �� m0 � � � ` L.LJ � � � _ \� � � t�a � o � N� W o � �o NU �� L.L.6 .. m � -� � � � � � � � � � �� ✓ � �r1D F. Fs '��' ��`� �� /'� l c' G-�SC�� , � ,�,� f �.� �� Y �� , ��,�� REVISIONS SPECIFICATIONS SHEET NUMBER � WALL TYPES EXISTING EXTERIOR WALL TO REMAIN. �� EXISTING 1 HR DEMISING WALL TO REMAIN � NEW WALL: WALL TYPE ��B" UNLESS NOTED OTHERWISE �� (E) WALL TO REMAIN [ _ _ ] DEMO EXISTING WALL � � II \ DEMO EXISTING DOUR AND FRAME II � NOTE: FOR ADDITIONAL DEMO SEE MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS. RCP LEGEND � -�--�� (E) TRACK TO REMAIN. O (E) CAN TO REMAIN. ��I)J�E� (E) CLNG. DUPLEX RECEPTACLE r� ��I ��- �(E) 4'-0" OR 8'-0" FLORESCENT LIGHT � FIXTURE. TO REMAIN. � (E) CCN SECURITY CAMERA. TO REMAIN. � �� (E) DUPLEX & DATA. TO REMAIN. �j�l (E) FIRE ALARM SYSTEM. TO REMAIN. I� � (E) HVAC SUPPLY AND RETURN GRILLE L _�-�-- _ � TO REMAIN. � � ¢ o� � � N O N N � 5A XISTING & DEMO PLAN SCALE: 1/8" = 1'-0" OF2 _v � �� 'j i �E) �� ! I; �I � � d� i -C�} �� Ilo 0 0 ��E� o ;�;�—�--z�= � O O t� O O � �� O E) � � v a _L� �z, �- t�- �� 6 TYP OF ? 0��;1? � �� o � `"(E�� ,_�Ey � �'- �-� �-�- 4 � ��,�}'—'-'�' \ � � N _��(�Ey ■ �� cN� � '�N� �� i �I -- — -� � i _-^ � � � �a—� O U _ C � � TY 0 0 0 � ---�=�a� � �� C N IL�i ISTING & DEIVIO REFLECTED CEILING PLAN SCALE: 1/8" = 1'-0" 5 I ./ O O O `�?�E� ,� ,� � --� 1 ;� 1 0 0 0 �� I I n c �-� / \ I J I / �, I u3FC ( n 1 /n � �N� I I I 1 (�) ` ' I I � (N� i ------ ■ III � IIII ,, I II � (E) SAIES C i`��I � J 1 / \ � LI � C� N AR� i ��r \I � \/ i 1� V ��ro V L� L�l� � �! � i � � 6 /\ I111 /\ 0 0 �vP.O� i Il 1\/ 1 fl 1 �,' E: ""i � I I I I `� I I I I ��'��s�-=� ILI IJI 13 � � � --�--�-_� =-°=_ v v � FlTiING ROOM r0� �i :��5: :�::€.::1:�: ��, m s��ssmmm N TYP. OF 2 ADJACENT TENANT r � � A. GC SHALL BE RESPONSI[3LE FOR R�PAIRING ANY DAMAGE TO BUILDlNG OR MALL PROPERTY DUE TO THE TENANT'S WORK. REPAIR ANY DAMAGE DONE TO BULKHEAD OR NEUTRAL PIERS. B. THE PROCEDURES TO BE USED FOR THE WORK SHALL PROVIDE FOR SAFE CONDUCT OF THE WORK, CAREFUL REMOVAL, AND DISPOSITION OF MATERIALS, PROTECTION OF PROPERTY WHICH IS TO REMAIN UNDISTURBED AND COORDINATE WITH OTHER WORK IN PROGRESS. C. DURING REMOVAL, OPERATIONS, ALL PERSONS AND PROPERTY SHALL BE PROTECTED. THE WORK SHALL PROCEED IN SUCH A MANNER AS TO MINIMIZE ANY SPREAD OF DUSI', DEBRIS, AND FLYlNG PARTICLES AND SO THAT ANY RELATED EFFECTS OF DEMOLITION OR REMOVAL DO NOT INTERFERE WITH :.�URROUNDING EQUIPMENT, PERSONNEL, OR BUILDING(S). D. CONTRACTOR SHALL REMOVE ALL ITEMS FROM THE SITE, UNLESS THE LANDLORD OR MALL'S REPRESENTATIVE HAS DIRECTED THE CONTRACTOR TO PROVIDE ITEMS TO THE MALL. �ONTRACTOR SHALL KEEP ALL PUBLIC AREAS CLEAN OF DEBRIS. COORDINA'fE WITH MALL/OWNER FOR LOCATION OF TRASH DUM�STERS. PROVIDE BARRICADE, AS REQUIRED, TO PROTECT THE PUBLIC FROM WORK AREA (WHEN APPLICABLE). E. MAINTAIN REQUIRED FIRE RATINGS f�T ANY EXISTING DEMISING WALLS, AT THE BULKHEAD, AND BUILDING OR MALL CORRIDOR WALI_S. F. THIS PLAN WAS PREPARED BY INFORMATION GATHERED FROM ONE OR MORE QF THE FOLLOWING SOURCES AND MAY NOT INDICATE "AS-BUILT" CONDITIONS. SOURCES: LANDLORD PRO`✓IDED LEASE DRAWING; CRITERIA; LANDLORD'S SHELL CONSTRUCTION DOCUMENTS; SITE VISIT AND DOCUMENTATION BY OWNER'S DESIGNERS. FOR ALL MEP EQUIPMENT REFER TO MEP DEMOLITION PLAN IF PROViDED. G. THE GENERAL CONTRACTOR SHALL NOTIFY THE PROJECT COORDINATOR/ARCHITECT OF ANY AND AI.L DISCREPANCIES PRIOR TO BEGINNING THE CONSTRUCTION PROCESS {FOLLOWIN� DEMOLITION OF SPACE). OVERALL DIMENSIONS AND HEIGHT CLEARANCES SHALL BE VERIFIED PRIOR TO BEGINNING THE CONSTRUCTION PROCESS. H. CONTRACTOR SHALL COORDINATE WiTH BUILDING OR MALL'S ON-SITE FIELD REPRESENTATIVE FOR ALL SCHEDU�ING AND PtiASING OF PROJECT. I. EXtSTING ELECTRICAL TO REMAIN. G.C. TO PROTECT DURING DEMO AND CONSTRUCTION. • � • r �• • O (E) DEMISING WALL OEXISTING MOP SINK TO REMAIN. PROTECT DURING DEMO AND CONSTRUCTION DEMO WALL AS CLOS� TO MOP3INK AS POSSIBLE. 3O (E) COLUMN TO REMAIN ODEMO (E) WALL - PATCH FLOOR WII�H NEW TREX MATERIAL THAT MATCHES EXISTING. 5O REPLACE EXISTING BLADE SIGN WITH NEW. 5A VERIFY EXISTING BLADE SIGN LOCATION ON THIS ELEVATION. REPLACE OR PROVIDE NEW. ODASHED LINE INDICATES EXISTING LIGHT FIXTURE TO BE DEMOED. VERIFY SALVAGE TO OV1iNER- PROPERLY PACKAGE/PROTECT AND SEND BACK TO QUIKSILVER. COORDINATE/RELOCTION OF SPRINKLER HEADS LOCATED IN SURFBOARDS AS REQUIRED. O7 (E) ENTRY MATT TO REMAIN. Og (E) ELECTRICAL PANELS TO REMAIN. SEE ELECTRICAL FOR DETAILS. G.C. TO VERIFY EXACT LOCATION IN FIELD. 9O (E) SIGNAGE LIGHTING. VERIFY LIGHTS ARE OPERATIONAL. REPLACE IF NEEDED. 9A VERIFY EXISTING SIGNAGE LIGHTING. VERIFY LIGHTS ARE OPERATIONAL. REPLACE/PROVIDE NEW AS NEEDED. 10 �E) WALL MIRROR W/INTEGRAL LIGHTS TO BE REMOVED. DEMO ELECTRICAL AND ALL ASSOCIATED COMPONENTS IN THEIR ENTIRETY. TRACE ELECTRICAL BACK TO (E) J-BOX AND CAP OFF. PATCH AND REPAIR WALL TO ACCEPT NEW WALL FINISH. 11 (E) FIRE ALARM PULL MODIFY AS NEEDED TO ACCOMODATE NEW COLUMN FINISHES. 12 (E) ELECTRICAL & TIMEC�_OCK FOR ILLUMINATED MIRROR TO REMAIN. �3 DASHED LINES INDICATE THE DEMOLITION OF ALL PLYWOOD FINISHES IN THIS /�REA AND ALL ASSOCIATED COMPONENTS. PROPERLY PREP SURFACES FOR NEW FINISHES. 14 �E) POWER/DATA FOR WORK DESK. VERIFY ALL IS OPERATIONAL. ALSO VERIFY CURRENT LOCATION WITH QUIKSILVER. RE�OCATE ALL POWER AND DATA AT NEW LOCATION IF REQUIRED BY QUIKSILVER. THE GENERAL CONTRACTOR SHALL NOTIFY THE C.�UIKSILVER OF ANY AND ALL DISCREPANCIES PRIOR TO BEGINNING THE CONSTRUCTION PROCESS (FOLLOWING DEMOLITION OF SPACE). OVERALL DIMENSIONS AND HEIGHT CLEARANCES SHALL BE VERIFIED PRIOR TO BEGINNING THE CONTRUCTION PROCESS. DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 L.LJ � � W � � U � � � � � � � � U o0 � � �O �o m � � � �o w .� Q � _ �� c�a �. o � N� � wp NO � � �U � W � m � � � � � � � � � � `,'�' ,.�, � �� . /` �; � ��,��al� P .,f�� °��'� � ��, � ��a G-�5�f :, �� t ,,.,, r i ,� F�� ,, � � ��' -�'`�: , � �� ,•��, , � � b `�,��'"�'l �' ��+ v REVISIONS EXISTING/ DEMO PLAN SHEET NUMBER � �' � '� � � M (V � - � � M � CV � � � � � � 0 ih � iD � � CV 2�-�� , s�-2„ a� � O� 1'-5" M . 1'-0" � � � � 0 � J J 26'-11" 23'-6" 4'-11" A40-1 2 � ; �� i 2 WAY UTI ITY CART a�-o° PLATFORM NESTED TABLE 2'-0" 0 � 5��„ 0 � M CV CV � � TABLE � � ( A40-1 � 5 A40-2 2 WAY 2 WAY � M 1'-6" � J� 3 2 WAY '� �_ � A40-2 � g � x -�•p @ � COLS MIRROR � ¢ LOW SHOE DISPLAY LOW SHOE DISPLAY (18"x96") � J � W� O , ¢ � � ° 7'-0" HOE BEN H 2' ACC. GRID 0 NEW FL04R PLAN SCALE: 1/4" = 1'-0" ¢ rn � � N N N W � C� C� Q � �° ,A, —, 7 D ! A40-2 A40-2 n n 6 I WALL FIXTURE TYP. 5 `° o i ; 52" LED � � 22'-4" 1 0 2'-0" 45'-8" 15'-1" PLATFORM 8'-0" .�.�s.. � COFFEE S fA-INHER COLLECi VIBE AREA VINTAGE RUG UTI ITY CART 2 WAY NESTED TABLE W�1LL FIXTURE TYP. 21'-4" 0 2 " CV M CV �E ;r, M I 3'-3" 2 WAY 13'-10" P�9'-1o".2M UTILITY CART � 1'-6" � � 3 MIRROR � (18"x96") (E) SALES 2 WAY AREA 101 28'-1" BACKLIT EYEWEAR DISPLAY 0 � � ifl / �J JEWELRY � �2'�'��a w � , � � 10'-0" BACKWRAP 3 40 ' � � � v (E) Fiii ING ROOM - 102 — F'-7�. 0 � � � R _ _- � - _ _ ._. - --- �r, . . _._. .. . _.. _ N---_ (� -- � — --- -_ ° 3'-3" _ I 2'-10" -_-- co . � �d �� 2 WAY A40-2 4 4 �� 18'-9" 10'-5" BLACK WALNUT LIVE EDGE TABLE VINTAGE RUG , _ "-17��2�� / -------.f ..�_._.. .__. 60" LED IMIR R � �� g : FITTING ROOM 103 � . z ■ 1 , � � � �� T � � � m � � � `� � I !, � � , A40-1 _ 3 � r r T ---I c � m � v 2'-6" U �� -� � — 4'-6" 6'-5" -- --- -._... 7'-11" ':� STOCK/ ' STORAGE -.. . _�_ _._.. •: _ I� 104 10 - -� :. II \� " .:, :.." �' �. 20'-1" � � � � 0 � N � I I d' J (V ti � Zo � � GENE L NQTES - CONSTRUCTI�N A. REFER TO SHEET T1-1 FOR SYMBOLS AND ABBREVIATIONS. B. FOR FLOORING AND WALL FINISHES AND KEYNOTES, REFER TO FLOOR FINISH PLAN. C. FOR FURNISHINGS, FIXTURING, AND EG2UIPMENT, REFER FURNITURE, FIXTURES AND EQUIPMENT PLAN. D. FOR ALL WALL TYPES REFER TO DETAIL SHEETS. E. ALL GWB USED ON ALL WALLS AND CEILINGS THROUGHOUT THE SPACE SHALL BE TYPE 'X'. F. ALL METAL STUDS TO BE ICC APPROVED-ER-4934" G.THE GENERAL CONTRACTOR SHALL NOTIFY THE PROJECT COORDINATOR/ARCHITECT OF ANY AND ALL DISCREPANCIES PRIOR TO BEGINNING THE CONSTRUCTION PROCESS (FOLLOWING DEMOLITION OF SPACE). OVERALL DIMENSIONS AND HEIGHT CLEARANCES SHALL BE VERIFIED PRIOR TO BEGINNING THE CONSTRUCTION PROCESS. H. HOLD DIMENSION TO BE EXACT FINISH DIMENSION AS NOTED ON PLANS. (NO EXCEPTIONS) 1. WALL MOUNTED FIXTURES ARE IDENTIFIED ON INTERIOR �LEVATIONS. REFER TO INTERIOR ELEVATIONS SHEETS FOR ADDITIONAL REQUIRE�4ENTS. J. GC TO PROVIDE BLOCKING IN WALLS TO SUPPORT THE WALL MOUNTED FIXTURES AS REQUIRED, FOR EXISTING WALLS, GC IS TO PROVIDE BACKING OVEF EXISTING GWB FINISH AND VERIFY THAT NO BACKING OR FASTENERS ARc VISIBLE FROM THE SALES FLOOR. K. GC IS RESPONSIBLE FOR PROVIDING SOLID BACKING FOR ALL WALL AND CEILING MOUNTED FIXTIJRES FLOOR PLAN KEYN�►TES 1O LEASE LINE/ DEMISING WALL. MAINTAIN EXISTING FIRE RATING. O2 (E) ELECTRICAL PANELS TO REMAIN- VFRIFY/COORDINATE POWER AS NEEDED O(E) COLUMN TO REMAIN. O4 NEW 34" TALL 1 P.O.S.-STATION CASHWRAP. G.C.TO VERIFY ELECTRICAL AS REQUIRED. O5 NEW LED MONITOR PROVIDED BY OWNER COORDINATE POWER AND DATA. VERIFY FINAL HEIGHTS PRIOR TO INSTALLATION. O(E) MOPSINK TO REMAIN. PROTECT DURING CONSTRUCTION. O7 NOT USED. � 8 fNSTALL NEW MIRRORS WITH WOOD FRAMED ROUGH LUMBER. COORDINATE DETAILING WITH QUIKSILVER. O9 PROVIDE A FRAME LESS DOOR AT THIS LOCATION. 10 iE) POWER/DATA FOR WORK DESK. VERIFY ALL IS OPERATIONAL. ALSO VERIFY CURRENT LOCATION W!TH QUIKSILVER. RELOCATE ALL POWER AND DATA AT NEW LOCATION IF REQUIRED BY QUIKSILVER. WALL TYPES EXISTING EXTERIOR WALL TO REMAIN. Q EXISTING 1 HR DEMISING WALL TO REMAIN � NEW WA�L: WALL TYPE "B" UNLESS NOTED OTHERWISE �� (E) WALL TO REMAIN o s o INDICATES 19'-0" HIGH WALL SEE STRUCTURA� FOR ADDITIONAL WALL INFO. NOTE: O# INDICATES WALL TYPE, SEE SHEET A60-1 FOR DETAILS % / / / /// / / // / // //// //// / / / // / /// / /: // / / / / / / / // / // / / : /// / / // / / // // / / // // / /: / // / J ' / / / // / / // / / / // /// / /: /// / / // / / / / / / /% � y*•-� ' •- • ' � ' i % �-• .. � • ! �. �� • • .• ., � •- • j i.... :: . .� . �.." .i % / // / / / // / / / / // / //// / /// / ///// / / / / / /, � /// // // // / / / /// // // / // / / // /// / / / / / / // / // / / / / // / / / / / / / // / /// / / / // / / / / / / / / // � � � �� : �� i � � � � � � � � i � � i �� j• • • • � - ` : i % j l� ' • � � - • • - % � �.' �' %/ a/ i i i i i i/ i i i ii iii ii i i i i i i io i i iii i i iiii iiiii i ii i i iii i ii i i i i ii i ii /i i i o i i/ a i i/i /% DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 W L_L �w � � U � � � � p � t N If v d � � w � � �O � �� mo � � W \ �C � �j) _ �� / � `O � � d" J � W o NO � � �U � � m L(� —� � � � � (� � I..L� � l , �� v ��,1��,,�� ;� � � "' i �%f, a x 1 � .�� = L-'. � � �� ' � _ r�507 `- fw- f�� . . iw, �s�� r��-��' ' REVISIONS DELTA 1 10.22.12 N EW F L00 R PLAN SHEET NUMBER � ' a rn � � N N N � 0 'v 0 v 0 � ti FINISH & FFE PLAN SCALE: 1/4" = 1'-0" i . `� 1 , , : . . � . i . 7 �: NO. IMATERIAL Z F1 (E) RECYCLED PLASTIC TREX � O � F2 (E) ENTRY MAT PEDI-TRED F3 iE) CONCRETE F4 (E) CARPET SHAW B� (E) RECYCLED PLASTIC TREX J W J N �S m O B2 (E) RUBBER P1 WALL PAINT TBD H z a �- P2 CEILING PAINT TBD W� FAUX PLASTER OFCI BRICK SLIP PANELS FLAT CUT WHITE OAK OFCI W2 LUMBER PLANKS J = J f� � LL W3 DARK BROWN CORK OFCI W4 MIRRORED WALL OFCI VERIFY IN FIELD VERIFY INSERT COLOR AND CONDITION PROVIDE CLEAR MATTE SEAL GRAND I gLACK TOP #67550 STRAND 54167 VERIFY IN FIELD VERIFY IN FIELD TBD I TO BE DETERMINED TBD I TO BE DETERMINED CUSTOM TO BE DETERMINED PATTERN FINISH DESCRIPTION MATCH EXISTING COORDINATE WITH OWNER RIB LOOP BERBER MATCH EXISTING MATCH EXISTINC BRICK :� (±) 6'x10' TCH MATCH EXTG. 3/8" T 1X6 FLAME SPREAD RATING/ C CLASS A CLASS A A SOURCE/ REMARKS/ NOTES PROTECT (E) WOOD FLOORING DURING CONSTRUCTION; PATCH FLOOR MATCHING (E) FINISH AND COLOR FIELD VERIFY CONDITION -COORDINATE W/QUIKSILVER TO REPLACE AS NEEDED. BEAD BLAST/GRIND SMOOTH AS NEEDED AT S70CK ROOA1 COORDINATE WITH QUIKSILVER REFER TO GENERAL NOTES FOR PAINT SHEEN COORDINATE 4VITH QUIKSILVER REFER TO GENERAL NOTES FOR PAINT SHEEN NOTE: AT ALL NEW WOOD AND BRICK WALLS - REMOVE EXISTING WALL BASE AND RUN THE NEW FINISHES TO THE FLOOR. NOTE: INSTALL NEW PAINT GRADE WOOD BASE TO MATCH EXISTING AT ALL WALLS WHERE BASE IS MISSING OR DAMAGED. . � � A. FOR FLOOR DIMENSIONS, REFER TO FLOOR CONSTRUCTION PLAN. B. FOR FUI�NISHINGS, FIXTURING, AND EQUIPMENT, REFER TO FIXTURE MANUFACTURER SHOP DRAWINGS. GC TO COORDINATE INSTALLATION OF FIXTURES WITH OWNER. C. SEE REFLECTED CEILING PLAN FOR POSSIBLE ADDITIONAL CEILING FINISH INFORMATION. D. PAINT TO BE FLAT ON ALL CEILINGS, EGGSHELL AT WALLS IN SALES AREA AND FITTING ROOM WALLS ONLY. USE SATIN ON WALLS IN STORAGE AND HALLWAY, SEMI-GLOSS AT WALLS TO BE COVERED IN VINYL GRAPHICS AND OIL-6ASED SEMI-GLOSS AT ALL DOORS AND FRAMES USE PRIMER & PAINT, THREE COATS TYP). E. REFER ALSO TO INTERIOR ELEVATIONS FOR ADDITIONAL DIMENSIONS AND FINISHES F. VERIFY HEIGHT OF ALL PAINT COLORS WITH QUIKSILVER PRIOR TO COMMENCING WITH ANY PAINTING. G. GC IS RESPONSIBLE FOR PROVIDING SOLID BACKING FOR ALL WALL AND CEILING MOUNTED FIXTURES, FOR EXISTING WALLS, GC IS TO PROVIDE - BACKING OVER EXISTING GWB FINISI-1 AND VERIFY THAT NO BACKING OR FASTENERS ARE VISIBLE FROM THE ;iALES FLOOR. H. ALL EXISTING WALLS AND CEILINGS TO BE PROPERLY FcEAPIRED/PATCHED AND REPAINTED. COORDINATE COLOR SELECTIONS AND LOCATIONS WITH QU�KSILVER PRIOR TO �URCFiASE OF ANY PAINTS. ! ' � � O18"W x 96"H MIRROR X 3/8" THICK WITH A BLACK J-CHANNEL ON TOP AND BOTTOM. INSTALLED BY G.C. TO PROVIDE BLOCKING AS REQUIRED. OWALL TO BE PAINTED WITH ENAMEL PAINT, SEMI-GLOSS FINISH TO MATCH ADJACENT WALL COLOR. WALL TO BE COVERED IN VINYL GRAPHIC. O LED TV'S MOUNTED AT HEIGHT INDICATED. COORDINATE ELECTRfCAL AND DATA OADD FLAT CUT WHITE OAK WOOD PLANKS TO FRAMED OPENING FOR BRICK TO TIE INTO. COORDINATE SIZE AND DETAIL OF WOOD WITH QUIKSILVER. 5O FITTING ROOMS DOOR FINISH SHOULD BE SOLID WHITE CUT OAK WIRE BRUSHED. SUBMIT SAMPLES TO QUIKSILVER FOR APPROVAL. O(E) CARPET IN BACK AREA INCLUDING THE FITTING ROOMS TO BE REPLACED. COORDINATE FINAL FLOORING SELECTION WITH QUIKSILVER. DATE: JOB N0: DRAWN: CHECKED: —� C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 � � e LL � � � � U � � � � r � � � U o0 � J �� m� � � W \ �°Q � ��'') _ �� / � \o � � d' J � W O N � � J �U � w., �p � J � � � � � � � � r �� -�� ', ,�� .� �- i !. , ° ��7�p °��.., ;`�, ; �yt••`' r� , � . S� O\ '�=:�' 4`.,_ �� Ci—�i; l%� �y� �° � �� ;� r pf � � �. �� y �� ,'" 3 � ya�[� p� ��i :,% .i' 1 .� yZ y _' de'` �'� t.s � �� A�f � REVISIONS FINISH/FFE PLAN SHEET NUMBER .. '.: NOTE: COORDINATE ALL NEW (N) LIGHTING / LAYOUT IN FIELD WITH QUIKSILVER PRIOR TO START OF INSTALLATION. � ¢ n oi N O � N � � A. ALL CEILING HEIGHTS SHALL BE AS NOTED ABOVE FINISHED FLOOR. B. G.C. IS TO VERIFY THAT THERE IS SUFFICIENT ELECTRICAL POWER AVAILABLE ON THE EXISTING ELECTRICAL PANEL TO COMPLETE THE INSTALLATION AS INDICATED. C. G.C. SHOULD NOTIFY QUIKSILVER OF ANY CONDITION THAT WOULD PREVENT OR DELAY THE INSTALLATION AS INDICATED. D. SPRINKLER SUBCONTRACTOR TO SUBMIT A LAYOUT SHOP DRAWING TO QUIKSILVER'S OFFICE FOR REVIEW AND APPROVAL OF ALL SPRINKLER HEAD LOCATIONS PRIOR TO FABRICATION OF ANY WORK. E. DIMENSIONED INSTALLATION OF LIGHTING PLAN SHALL BE COORDINATED WITH QUIKSILVER. F. G.C. TO COORDINATE INSTALLATION OF ALL UNISTRUT SECONDARY SUPPORT TRACKS SECURED TO PRIMARY BEAMS AS REQUIRED. BREAK AWAY FIRE PROTECTION AND REINSTATE AFTER SECURING. G. NO COMBUSTIBLE MATERIALS OF ANY KIND ARE PERMITTED ABOVE THE FINISHED CEILING. COORDINATE WITH EXISTING MALL STANDARDS. H. G.C. TO PROVIDE ALL SEISMIC HANGING DETAILS FOR CEILINGS, LIGHT FIXTURES, AND OTHER EQUIP. AS REQUIRED BY LOCAL CODE. I. THE TOTAL WEIGHT OF A LIGHT FIXTURE, CEILING MATERIAL AND OTHER EQUIPMENT, (AIR BOXES, ETC.), SUPPORTED BY THE MAIN EiEAM MUST NOT EXCEED THE ALLOWABLE DEFLECTION OF 1/360 OF ITS SPAN. DEFLECTION DATA MUST BE FURNISHED AND CERTlFIED BY THE MANUFACTURER. LIGHT FlXTURES/EQUIPMENT WEIGHING 56 LBS. OR MUST BY SUPPORTED BY (4) 12 GA. TAUGHT CABLES. (1) @ EACH CORNER OF RUNNER AND MUST SUPPORT 4 TIMES THE WEIGHT OF THE UNIT (FROM AND TO STRUCTURE ABOVE). J. SURFACE OR PENDANT FIXTURES MUST BE INDEPENDENTLY SUPPORTED FROM 1 1/2" BLACK IRON OR FROM STRUCTURE. K. PROVIDE MIN. (2) GA. SLACK SAFETY CABLES @ DlAGONAL CORNERS OF FIXTURES. L. PROVIDE (1) EACH SIDE (2) TOTAL SEISMIC CLIPS FROM RUNNER TO FIXTURE AS REQUIRED. l�CP KEYNOTES 1O STOREFRONT SIGNAGE UNDER SEPARATE PERMIT/SUBMITTAL. SEE ELECTRICAL DRAWINGS. 2O LED N LOCATION. REFER TO INTERIOR ELEVATIONS AND ELECTRICAL DRAWINGS. O VERIFY EXISTING EGRESS LIGHITNG IS FULLY OPERATIONAL. REPAIR AND REPLACE IF NEEDED TO MEET ALL CURRENT APPLICABLE CODES. � COORDINATE THE EXISTING L13HT FIXTURES TO BE REMOVED/REPLACED WITH REFLECTED CEILING PLAN DEMOLITION SHEET. CLEAN / RELAMP ALL (E) LIGHT FIXTURES. RE-AIM/SPOT DURING TURN OVER. COORDINATE WITH QUIKSILVER. RCP LEGE�ID � -�� (E) TRACK TO REMAIN. ,�-� (E) CAN TO REMAIN. C�(E)iE) CLNG. DUPLEX RECEFTACLE �- ----- -_ - - -�- _� fi--�- �i i(E) 4'-0" OR 8'-0" FLORESCENT LIGHT r�i I- � FIXTURE. TO REMAIN. L_--- NEW CUSTOM PENDANT LIGHT TO �EPLACE (E)- COORDINATE FIXTURE TYPE � iN) W/QUIKSILVER VEW CUSTOM PENDANT LiGHT TO REPLACE �N� (E)- COORDINATE FIXTURE TYPE W/QUIKSILVER – (E) CCTV SECURITY CAMERA. TO REMAIN. �� (E) DUPLEX & DATA. TO REMAIN. �� (E) FIRE /�LARM SYSTEM. TO REMAIN. �� ' �J �--/ (E) HVAC SUPPLY AND RETURN GRILLE i _==-=_=ti_� TO F2EMAIN. � DATE: JOB N0: DRAWN: CHECKED: � �,�: -- �i�J , ___ � � i � (�) C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 W � � W � U � � V d � � J � � >� w � an V d � W 0 � - � � LI..� m � � � � � � � � � � r— U � �O m Q \,Q <C � \ � � � N � N U � � � � / .!, s � �' � � �,: � �,7 (�. � .� �, ." m�-: —, � e ,��. `�-�', °;•`� .•.;' �V � , {.� � ��. ; . � c' C��:t�,s �� . � ��. r; �,» � �' y , ,• r �!` � h �y +i� 4v�'t.Y jJ'•. '1 ty „ q ' j 'L�'i ~ � � �� ``�'�'1 REVISIONS DELTA 1 10.22.12 REFLECTED CEILING PLAN SHEET NUMBER . , EXISTING EXIT ONLY DOORS 8'-0" MANNEQUIN DISPLAY PLATFORM SALES FLOOR INTERIOR ELEVATION SCALE: 1/4" = 1'-0" SALES FLOOR INTERIOR ELEVATION SCALE: 1/4" = 1'-0" � Q � � � N O N N W B.O. (E) GYP. BD. CEILING m WALL FIXTURE TYP. WALL FIXTURE TYP, u•-u•• � QU/KSILVER (E) F/TTING (E) STOCK RMS ROOM SALES FLOOR I NTERIOR ELEVATION SCALE: 1/4" - 1'-0" MATERIALS FINISH SCHEDULE NO. MATERIAL MFR. NUMBER COLOR SUPPLIER Z F1 (E) RECYCLED PLASTIC TREX VERIFY IN FIELD � O � F2 (E) ENTRY MAT F3 (E) CONCRETE PEDI-TRED F4 (E) CARPET SHAW B� (E) RECYCLED PLASTIC TREX J W J N � m O62 (E) RUBBER P� WALL PAINT � Z a °� P2 CEILING PAINT W� FAUX PLASTER BRICK SLIP PANELS FLAT CUT WHITE OAK W2 LUMBER PLANKS J = J f!) � LL W3 DARK BROWN CORK MIRRORED WALL TBD TBD OFCI OFCI OFCI OFCI VERIFY INSERT COLOR AND CONDITION PROVIDE CLEAR MATTE SEAL STRAND ( BLACK TOP #67550 54167 VERIFY IN FIELD VERIFY IN FIELD TB� I TO BE DETERMINED TBD I TO BE DETERMINED CUSTOM TO BE DETERMINED GENERAL N4TES A. GC IS RESPONSIBLE FOR PROVIDING SOLID BACKING FOR ALL WALL AND CEILING MOUNTED FIXTURES B. GC TO PROVIDE BLOCKING IN WALLS TO SUPPORT THE WALL MOUNTED FIXTURES A REQUIRED, FOR EXI3TING WALLS, GC IS TO PROVIDE BACKING OVER EXISTING GWB FINISH AND VERIFY THAT NO BACKING OR FASTENERS ARE VISIBLE FROM THE SALES FLOOR. I NTERIOR ELEVATION KEYNOTES O 18"W x 96"H MIRROR X 3/8" THICK WITH A BLACK J-CHANNEL ON TOP AND BOTTOM. INSTALLED BY G.C. TO PROVIDE BLOCKING AS REQUIRED. OWALL TO BE PAINTED WI"i H ENAMEI. PAINT, SCMI-GLOSS FINISH TO �JIATCH ADJACENT WALL COLOR. WALL TO BE COVERED IN VINYL GRAPHIC. OLED TV'S MOUNTED AT HEIGHT INDICATED. O4 PERMANENT HD PROJECTION SCREEN. 52"H X 122" W. COORDINATE INSTALLATION WITH QUIKSILVER AND MANUFACTURER REQUIREMENTS. COORDINATE LOCATION OF PROJECTOR - SEE REFLECTED CEILING PLAN. O 1'-3" W x 2'-0" H- FRAMED GRAPHiC �5 6'-0" W x 4'-0" H- FRAMED GRAPHIC PATTERN SIZE FINISH DESCRIPTION MATCH EXISTING COORDINATE (±) 6'x10' WITH OWNER RIB LOOP BERBER MATCH MATCH EXISTING FXTC� MATCH EXISTING BRICK. TBD MATCH EXTG. 3/8" 1X6 FLAME SOURCE/ SPREAD REMARKS/ RATING/ CLASS NOTES CLASS A PROTECT (E) WOOD FLOORING DURING CONSTRUCTION; F'ATCH FLOOR MATCHING (E) FINISH AND COLOR FIELD VERIFY CONDITION -COORDINATE W/QUIKSILVER TO REPLACE AS NEEDED. CLASS A n BEAD BLAST/GRIND SMOOTH AS NEEDED AT STQCK ROOM COORDINATE WITH QUIKSILVER REFER TO GENERAL NOTES FOR PAINT SHEEN COORDINATE WITH QUIKSILVER REFER TO GENERAL NOTES FOR PAINT SHEEN DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 � � � W � � U � C� � � � � �� U� � � \� > � ° °° o � � w �Q � _ �� c� � O � z �� W�NO J � �U � W � m L� � Q I� � � � � � Q ,,.��°" .�� t� ✓ � .�l � � � �� P' '�ro �`�' va o ~ �� „o ° �a�ai�� y � � �°'�,,' � x „�;� �',� �-�'" .��'"+ �:t�. � .� w� ��,� ,� �� ( REVISIONS INTERIOR ELEVATIONS SHEET NUMBER � SALES FLOOR INTERIOR ELEVATION SCALE: 1/4" = 1'-0" , 0 __ -- _. � rr= _�__�; r \ T_ _--� I�i/iV%ii�i�i%i�l �l� I�i�%, � � � 0 ACCESSORY � GRID 4FT � 0 0 0 / %i 1% FOOTWEAR WALL WALL FIXTURE LADDER /I /r ii % � �_� �__ %�� / � % / WALL FIXTURE TYP. QUIKSILVER SALES_ FLOOR INTERIOR ELEVATION SCALE: 1/4" = 1'-0" VVLVIYIIY WRAP TYP. COLUMN ELEVATION SCALE: 1/4" = 1'-0" � Q � � N O N N � W2 5 tACH SIDE EXCEPT AT MIRROR LOCATIONS COLUMN WRAP B.O. (E) GYP. BD. CEI'_ING 11'-0" -o„ GiU/KJILVtK %%I� � _� /I/ �----- � �� B.O. (E GYP. BD. CEILING 13'-6" T.O. DISPLAY WALL - 9,_�„ A.F.F, 0'-0" , ACCESSORYII GRID 4FT ,,, , B.O. (E GYP. BD. CEILING 11'-0" T.O. BASE 0'-6" A.F.F. � 0'-0° SALES FLOOR INTERIOR ELEV SCALE: 1/4" = 1'-0" SALES FLOOR IIVTERIOR ELEV SCALE: 1/4" = 1'-0" MATERIALS FINISH SCHEDUL� NO. MATERIAL MFR. NUMBER SUPPLIER Z F� (E) RECYCLED PLASTIC TREX � 0 � F2 (E) ENTRY MAT PEDI-TRED F3 (E) CONCRETE COLOR VERIFY IN FIELD VERIFY INSERT COLOR AND CONDIT�ON PROVIDE CLEAR MATTE SEAL F4 (E) CARPET SHAW STRAND I BLACK TOP #67550 54167 g� (E) RECYCLED PLASTIC TREX -� w Q� � m B2 (E) RUBBER P1 WALL PAINT TBD TBD H z a P2 CEILING PAINT TBD TBD W� FAUX PLASTER OFCI BRICK SLIP PANELS FLAT CUT WHITE OAK OFCI J = W2 LUMBER PLANKS J fn � LL W3 DARK BROWN CORK OFCI W4 MIRRORED WALL OFCI VERIFY IN FIELD VERIFY IN FIELD TO BE DETERMINED TO BE DETERMINED CUSTOM TO BE DETERMINED GENERAL N4TES A. GC IS RESPONSIBLE FOR PROVIDING SOLID BACKING FOR ALL WALL AND CEILING MOUNTED FIXTURES B. GC TO PROVIDE BLOCKING IN WALLS TO SUPPORT THE WALL MOUNTED FIXTURES A REQUIRED, FOR EXISTING WALLS, GC IS TO PROVIDE BACKING OVER EXISTING GWB FINISH AND VERIFY THAT NO BACKING OR FASTENERS ARE VISIBLE FROM THE SALES FLOOR. INTERIOR ELEVATION KEYNOTES O18"W x 96"H MIRROR X 3/8" THICK WITH A BLACK J-CHANNEL ON TOP AND BOTTOM. INSTALLED BY G.C. TO PROVInE BLOLKING AS REQUIRED. OWALL TO BE PAINTED WITH ENAMEL PAINT, SEMI-GLOSS FINISH TO MATCH ADJACENT WALL COLOR. WALL TO BE COVERED IN VINYL GRAPHIC. 3 LED TV'S MOUNTED AT HEIGHT INDICATED. G.C. TO VERIFY HEIGHT WITH OWNFR PRIOR TO INSTALLING POWER AND DATA. 1 n NOT USED. , O5 1'-3" W x 2'-0" H- FRAMED GRAPHIC O6'-0" W x 4'-0" H- FRAMED GRAPHIC PATTERN SIZE FINISH DESCRIPTION MATCH EXISTING COORDINATE �±) 6'x10' WITH OWNER RIB LOOP BERBER MATCH EXISTING MATCH EXISTING BRICK. TBD FLAME SOURCE/ SPREAD REMARKS/ RATING/ CLASS NOTES CLASS A PROTECT (E) WOOD FLOORING DURING CONSTRUCTION; PATCH FLOOR MATCHING (E) FINISH AND COLOR FIELD VERIFY CONDITION -COORDINATE W/QUIKSILVER TO REPLACE AS NEEDED. BEAD BLAST/GRIND SMOOTH AS NEEDED TCH rr CLASS A TCH 3/8„ 1X6 A AT STOCK ROOM COORDINATE WITH QUIKSILVER REFER TO GE�IERAL NOTES FOR PAINT SHEEN COORDINATE WITH QUIKSILVER REFER TO GENERAL NOTES FOR PAINT SHEEN DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C H I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 W � <C W � � U � � � � r � � � U o0 � � �O � �� m0 � � W \Q � _ �� c�a � O � � �� L`� 0 N � � � �U � � � � � � � � � � � � � Q �� , � ��,��D P, ��.�f� "��, � � G � t c' �_��f�7 � :�p t^^`�� 4 h�.;�, :£ � � q . .,, � `� �p° :� �. � , ; � ��.�' � �,.�, i �� 1 � (;,. � -,.'�....- REVISIONS DELTA 1 10.22.12 INTERIOR ELEVATIONS �.I��lIPu1:3�� , ' .p , - , � I - i i - � ..i � _� / - ' li� �� I'i - �� Ilf � m � i ,, i _ I ( (., . � i �::,1 � _ . ' ,.._ _ - �i I _ ' , � r � � � �� -> l , ,� ,�,. � � ;� �;; I =� i r ;-_. , . _ _ -, I� _, __-„ ; � � �� i ; iI i i � I I �� I ' ' ;! , ---_J , ---_� _ _ I __. i- — � ; i I � � � i � -- I � II �_ _ _ ; - --- - -----� - -- I 1 -! ---_ _ — --- �I I� � � � � � I � ('i � I I I I I ,i �� I, � � � � 3 �I ��, �j�_ i � � � �� I i � i �� i� �� _ -------. J I__ _.-- — -- �'� -- -- - - - I � , � ---------� � ORTH - STC�REFRONT EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" i - � - - - - ii - - ll r' I� i �I � u�� I� 'u � r � � � �, � � �I I� � I I � , I ' i II �` , �I� � i ��i � ;- � ��; , ;; , i i�� ,� � � 1 I il ;� �I II�� ,I ; �� ; � �; I , � --- I _- - - � ��- ----� - —'� � -- - — --I � __---I � i !I � �I � I , �� , __ � _ _ � �_ __ _i i -._- f---_ ----------! I - - -! � E I i. I , _ -; :� WEST - STOREFRONT EXTERIOR ELEVATION SCALE: 1/4" = 1'-0" � a rn � oi c� 0 N N � - I P !I ( ; ' __ �I �I__ � i - -___ --- -- � —, - I - -_ i � � � I �� , ,I � � � - ---I _ � -I --„ ,- ; �- - ;, , ! _-�i -��'---�i__ _i I ___ _ --J ' - -- 2 � ii � �I i� � i� u, , , , I ,II ii I, ( , I I, , E il�� il 'i ' ,i - . � i __ _____ _ i _ _ --- - _ - I -- _ _ _ __ _._ _. __ __. _ _ � ' ; I _.._.. _ , _ , __ _ __. _ ___ _ __ _ ' i � � i � ,---- ------- --- -- ------- ---- -- ------ ; I ; � � _ _ __ _ _ __ _. _._ _ , _. _ , � ; � , _ _--- __ --- _-- --- ----- _ � i ; I; ' i ; ;; I i ' �I li�' �i I ' II� ' ii � I II , � _ - -- '�-�---� - - -- - � __._ ___-,i — I i--'�- II--- ---- ._ _ _ i � , __ _ I �� I I i � � � � I � �:__ � � --_ . , _ , � _ ._ _ - _ _ � - - -- _ � ,- � --- - _� -- � � __ � ! � � - � �� '� __ � �' ' _ _ , � ,; � --- I � - __ _!. � ; � ; I � , � i �-- � I I � . i , , � � i I: � � �� _ � � _ i ; �, � � �! �i � �'� � ; , i � i �� ,, , i ' ; ' i I � ' �" � I I � '� ' � � _ _ � i I �I _ -__ I! r II�I _ 'I � , II �: �I � � _ ;_ __�. ,_ �, ' i � � , �I ; i , � ' � '� �� I, ;, :_._ 'i, -- � I �_ _ I II —_-J! �_ __ �; --- --' I___� I 2 STOREFRONT GENERAL NOTES A. FIELD VERIFY THAT ALL BUILDING LIGHTING IS OPERATIONAL. CHANGE OUT ALL LIGHT BULBS ASSOCIATED WITN STOREFRONT FOR NEW. B. ALL DIMENSIONS MUST BE FIELD VERIFI�D PRIOR TO COMMENCE W/ANY WORK, SUBMIT SHOP DRAWINGS TO QUIKSILVER AS APPLICABLE. STOREFRONT KEYNOTES 1O NEW BLADE SIGN TO BE LOCATED AT EXISTING BLADE SIGN LOCATION, GC TO V D I VENDOR FOR SIGN INSTALLATION COORDINATE W/ QUIKSIL ER AN S GN REQUIREMENTS AND ANY ADDITIONAL WORK/MATERIALS. 2 I V�NYL I NAGE ON GLAZING. O GC TO REMOVE EXIST NG S G O3 GC TO VERIFY SIGNAGE LIGHTING IS STILL OPERATIONAL AND AIMED PROPERLY FOR NEW SIGNAGE APPLICATION. /, „,,, ,,, „ „,,,, , , , , , ,,, , �,,, , , ,,, „„„, ,,, „, , , , , „, ,,, , ,,, , , , , ,,, , , , „,,, , , , , ,,, �� . . ... . . - � - � - . •- � - - � . � % i i i i i i i i i i i i ii i i ii i i i i i i i i ii i i i i i i i i i i i i i ii i i i � i i i i i i i i i i i i i i i i i i i i i i i i i i i i i i � i i�� DATE: JOB N0: DRAWN: CHECKED: C 0 R T L A N D M 0 R G A N A R C N I T E C T 711 N. FIELDER RD. ARLINGTON, TX 76012 PH: (817) 635-5696 FAX: (817) 635-5699 W � Q W � � U � � � � � � ��U� � � \� > � ° 0° o � � W \Q � _ �� O � � �� I� o N O � J �U �� ., � � J � � � � � � � Q � '� � .� �� _. �� . � ��i REVISIONS DELTA 1 10.22.12 EXTERIOR STOREFRONT ELEVATIONS SHEET NUMBER � � � ¢ � � eo N 0 N � O Q� �� co� No�s 1. CONNECT NEW TRACK LIGHTING TO EXISTING TRACK LIGHTING CIRCUIT. E.C. SHALL CHECK RESULTING CIRCUIT LOADING IN ADVANCE TO ENSURE COLLECTIVE LOAD DOES NOT EXCEED 1,800 WATTS (80% OF A 20 AMP BREAKER). IF THAT LOAD IS EXCEEDED, CONNECT TO A DIFFERENT EXISTING AVAILABLE TRACK LIGHTING CIRCUIT. UTILIZE EXISTING CONTROLS. 2. CONNECT NEW BRANCH CIRCUIT TO A 120V, 1 POLE CIRCUIT SPACE IN THE NEAREST EXISTING 120l208 VOLT, 3fd PANELBOARD, MADE AVAILABLE AFTER THE DEMOLITION OF EXISTING CIRCUITS NOT BEING REUSED. PROVIDE A 20A/1P BREAKER AND (2)#12, (1)#12 GND IN 3/4" CONDUIT FOR THE 20A CIRCUIT. 3. VERIFY EXISTING BLADE SIGN LOCATION. REPLACE EXISTING BLADE SIGNAGE WITH NEW. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. 4. EXISTING EXTERIOR SCONCE SHALL REMAIN. VERIFY LIGHTS ARE OPERATIONAL. REPLACE/PROVIDE NEW AS REQUIRED. 5. CONNECT NEW PENDANT LIGHTING TO EXISTING PENDANT LIGHTING CIRCUIT. E.C. SHALL CHECK RESULTING CIRCUIT LQADING IN ADVANCE TO ENSURE COLLECTIVE LOAD DOES NOT EXCEED 1,800 WATTS (80°/a OF A 20 AMP BREAKER). IF THAT LOAD IS EXCEEDED, CONNECT TO A DIFFERENT EXISTING AVAILABLE PENDANT LIGHTING CIRCUIT. UTILIZE EXISTING CONTROLS. 6. PROVIDE NEW PENDANT LIGHT FIXTURE TO MATCH EXISTING - FIELD VERIFY. 7. CONTROL THROUGH NEW WALL SWITCH 'a'. 8. CONTROL THROUGH NEW WALL SWITCH 'b'. 9. PROVIDE NEW SALES LIGHTING SWITCHBANK. PROVIDE SWITCHES AT SAME LOCATION AS EXISTING SWITCHBANK - FIELD VERIFY. SWITCHES SHALL BE GANGED TOGETHER FOR A MORE FINISHED LOOK. 10. EXISTING EGRESS ILLUMINATION SHALL REMAIN AND BE PROTECTED THROUGHOUT ALL PHASES OF CONSTRUCTION. MAINTAIN EXISTING CIRCUITRY, CONNECTIONS, AND CONTROLS. �..�'Ri�.1 �%�. i��s A. LIGHT FIXTURES SHOWN FADED ARE EXISTING TO REMAIN. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. B. LIGHT FIXTURES SHOWN BOLD AND LABELED "(N)" ARE NEW. CONNECT TO CIRCUIT AND CONTROLS AS SHOWN. C. THE CONTRACTOR FOR THIS WORK IS REQUIRED TO READ THE SPECIFICATIONS AND REVIEW DRAWINGS OF ALL DIVISIONS OF WORK AND IS RESPONSIBLE FOR THE COORDINATION OF THIS WORK AND THE WORK OF ALL SUBCONTRACTORS WITH ALL DIVISIONS OF WORK. IT IS THIS CONTRACTOR'S RESPONSIBILITY TO PROVIDE ALL SUBCONTRACTORS WITH A COMPLETE SET OF BID DOCUMENTS. D. LIGHTING SHALL BE CIRCUITED EXACTLY AS SHOWN ON PLANS. E. SEE ARCHITECTURAL REFLECTED CEILING PLAN FOR EXACT LOCATION, MOUNTING HEIGHTS, AND QUANTITY OF LIGHTING FIXTURES. F. EMERGENCY AND EXIT LIGHTS SHALL BE INSTALLED AND CIRCUITED PER THE LATEST NATIONAL ELECTRICAL CODE AND ALL LOCAL CODES. ALL EMERGENCY AND EXIT FIXTURES SHALL BE DUAL VOLTAGE (120/277 VOLT INPUT) WITH BATTERY BACKUP. G. ELECTRICAL CONTRACTOR SHALL MAKE ALL FINAL CONNECTIONS AS REQUIRED FOR A FULLY COMPLETE AND OPERABLE SYSTEM. H. COORDINATE THE EXISTING LIGHT FIXTURES TO BE REMOVEDlREPLACED WITH REFLECTED CEILING PLAN DEMOLITION SHEET. I. CLEAN/RELAMP ALL EXISTING LIGHT FIXTURES. J. RE-AIM/SPOT DURING TURN OVER COORDINATE WITH QUICKSILVER. O � � � GEI�ERAL REMODELYVG NOTES - ALL TRADES 1. ALL DRAWINGS ARE CONCEPTUAL AND SCHEMATIC AND ARE INTENDED FOR USE AS A DESIGN/BUILD GUIDELINE. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND ADJUSTING OR MODIFYING THE SPECIFIC ELEMENTS OF THEIR WORK AS REQUIRED TO MEE' THE DESIGN INTENT. THE CONTRACTORS ARE RESPONSIBLE FOR THE FOLLOWING: A. COORDINATION WITH OTHER TRADES. B. PROVIDING ADDITIONAL DRAWINGS. CALCULATIONS AND OTHER DOCUMENTATION REQUIRED FOR THE BUILDING DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL CIRGUITIN � AND PROVIDE ALL TESTS REQUIRED TO SUBSTANTIATE CODE COMPLIANCE AS REQUIRED BY THE BUILDING DEPARTMENT AND LOCAL INSPECTOR. SUBMIT FINAL AS-BUILT DRAWINGS TO BUILDING DEPARTMENT FOR RECORD AT COMPLETION. 2. THE CONTRACTORS SHALL VISIT THE SITE TO DETERMINE CON�ITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SITE DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK REQUIRED DUE TO EXISTING CONDITIONS IN EVIDENCE. 3. ALL PANELBOARDS SHALL BE EXISTING TO REMAIN (U.N.O.). THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL NEW AND EXISTING LOADS ON PANELS AND MAIN SERVICE TO DETERMINE LOADS ARE WITHIN LIMITS OF EXISTING OVER CURRENT DEVICES AND WIRING WITH A 25% SAFETY FACTOR INCLUDED. (BASED ON POWER COMPANY RECORDED HIGH DEMAND KV�. ALL PANELS SHALL BE BALANCED WITHIN 10% HIGH LEG TO LOW LEG. 4. REMOVE EXISTING LIGHTING AND RELOCATE AS SHOWN ON PLANS. REUSE EXISTING CIRCUITS WHENEVER POSSIBLE. DOCUMENT ALL CIRCUITING FOR BUILDING DEPARTMENT REVIEW AND APPROVAL. 5. CONTRACTOR SHALL RECORD, ON A SET OF "AS-BUILTS" DRAWINGS, ALL CHANGES OR MODIFICATIONS MADE IN THE FIFLD, TO AN ORIGINAL SET OF CONSTRUCTION DOCUMENTS, FOR TURN-OVER TO THE ARCHITECT/EN��INEER UPON COMPLETION OF THE PROJECT. 6. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE. ��, � � � � �i � � � � (N) T T � � � (N} � T T � � ) 1T T 1 � � r(N) _. 6 � � � � � � �, � � � (N) T T � � �i f (N) 6 � �� 1NPORTANT LIGHTNG NOT� COORDINATE ALL NEW LIGHTING/LAYOUT IN FIELD WITH QUIKSILVER PRIOR TO START OF INSTALLATION. __ WPORTANT ELECTRICAL NOTE ELECTR!CAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYWG CONNEGTED LOADS ON THE EXISTING BRANCH CIRCUITS AND PAPJELBOARDS. IF ANY ADDED LOADS OR CIRCUITS ARE VERIFIED TO BE TOO GREAT FOR THAT CIRCUIT OR PANELBOARD, E.C. SHALL CONNECT THE ADDED LOAD OR CIRCUIT TO A DIFFERENT CIRCUIT OR PANEL WITH ADEQUATE CAPACITY TO HANDLE THE ADDED LOAD. ONCE THE ELECTRICAL RENOVATION IS COMF'LETE, E.C. SHALL PROVIDE NEW AND ACCURATE PANELBOARD SCHEDULES FOR EACH EXISTING PANELBOARD. DEMOLJTION NOTE THE ELECTRIC,�L CONTRACTOR IS RESPONSIBLE FOR ANY/ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION. FIELD COORDINATE PRIOR TO BIDS. REMOVE AND/OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING IN USE AFTER THE DEMOLITION IS COMPLETE ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER, FEEDERS TO PANELS AND WIRING TO EQUIPMENT SHALL BE ROUTED CONCEALED IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAi_ OR TELEPHONE SERVICES WITH 1 HE LANDLORD AND CONSTRUCTION MANAGER TO AVOID ANY CONFLICTS. FF1.� VERFY aL.L Ci01�DIT10Ns DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPCCI' FXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR ANU MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTRACTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FC�R INTERPRETATIONS AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN HIS BID ALL C05TS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, EtvGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN INTENT. � � � � T T r �. �� 5��,�� .�...�» �'� �,, �� } T T � ��€?� �� (N) T T � � � � � T T � (N) � � � ELECTRICAL LIGHTING PLAN 1/4" = 1'-0' � �� . ;N) � � e � � -,.. � (N) � � LUMINAIRE SCHEDULE TYPE MFGR CATALOG NUMBER DESCRIPTION VOLT WATTS ivIOUNTING LAMP REMARKS P COLE LIGHTING PENDANT rIXTURE 120 24oW PENDANT 40W INCANDESCENT -(6) 40w INCANDESCENT LAMPS T WAC LIGHTING HTK-765-WT ADJUSTABLE LED TRACK HEAD 120 21 W TRACK LED PAR38 - Toshiba 20P38/3�LFL-U NOTES: I. 1NSTALLATION OF LIGHTING FIXTURES SHALL BE ACCORDING TO MANUFACTURER'S RECOMMENDATIONS AND ACCORDING TO CODE REQUIREMENTS. Z. ALL LIGHTING SHALL BE FURNISHED AND INSTALLED BY THE ELECTRICAL CONTRACTOR. 3. LAMPS SHALL BE G.E., OSRAM SYLVANIA OR PHILIPS - NO EXCEPTIONS DATE: JOB N0: DRAWN: CHECKED: K � � `. H KOHRS LONNEMANN HEIL ENGINEERS, PSC MECHANICAL/ELECTRICAL ENGINEER: 1538 ALEXANDRIA PIKE, STE. 11 FT. THOMAS, KENTUCKY 41075 859-442-8050 859-442-8058 FAX W I..L� � Q � u ! � U � � �� U o0 W _! � O >Qom � � Q \� W QQ � _ �� O z NJ � �p NO � J � �U W n m � � Q � Q � � � LL Q REVISIONS � ELECTRICAL LIGHTING PLAN SHEEt NUMBER � � ¢ 0 N 0 N N N O ELECTRICAL SPECFICATIONS ALL ELECTRICAL WORK SHALL BE PROVIDED IN STRICT COMPLIANCE WITH THE LATEST EDITION OF ALL APPLICABLE CODES, INCLUDWG ADA, NFPA, LATEST EDITION OF THE NATIONAL ELECTRICAL CODE AND ALL PREVAILING CODES, ORDINANCES AND REGULATIONS. THE CONTRACT INCLUDES ALL ITEMS UF MATERIAL AND LABOR REQUIRED FOR THE COMPLETE INSTALLATION AND FULL OPERATION OF THE ELECTRICAL WORK AS SHOWN ON THE DRAWINGS AND HEREINAFTER AS SPECIFIED. OBTAIN AND PAY FOR ALL PERMITS AND INSPECTIONS RELATED TO THIS WORK. A CERTIFICATE OF APPROVAL FOR WORK FROM INSPECTION AUTHORITY SHALL BE GIVEN TO THE OWNER BEFORE FINAL ACCEPTANCE WILL BE GIVEN BY OWNER'S REPRESENTATIVE. ALL WORK, MATERIALS AND EQUIPMENT SHALL HAVE A ONE-YEAR WARRANTY AFTER ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS ON ALL ITEMS OF MATERIAL AND EQUIPMENT FOR APPROVAL BY THE ARCHITECT. THE CONTRACTOR IS NOT Al7THORIZED TO PURCHASE ANY MATERIAL UNTIL SUCH APPROVAL IS OBTAINED. TWO SETS OF DRAWINGS SHALL BE PROVIDED AS RECORD DRAWINGS WHICH SHALL BE SEPARATE, CLEAN SEPIA REPRODUCIBLES RESERVED FOR THE PURPOSE OF SHOWING A COMPLETE PICTURE OF THE WORK AS ACTUALLY INSTALLED. ALL MATERIALS AND EQUIPMENT SHALL BE NEW. ALL MATERIALS, APPARATUS AND EQUIPMENT SHALL BEAR THE UNDERWRITER'S LABORATORIES INC., LABEL WHERE REGULARLY SUPPLIED. ALL METALLIC CONDUIT SHALL BE GROUNDED IN ACCORDANCE WITH THE LATEST ISSUE OF THE NATIONAL ELECTRIC CODE. ALL WIRING SHALL BE NEW. NO WIRE SMALLER THAN #12 AWG SHALL BE INSTALLED UNLESS SPECIFICALLY DESIGNATED. ALL CONDUCTORS SHALL BE COPPER. PROVIDE STRANDED CONDUCTORS FOR ALL SIZES UNLESS INDICATED OTHERWISE. PROVIDE THHN/THWN INSULATION FOR ALL CONDUCTORS SIZE 500 MCM (KCMIL) AND LARGER, AND NO. 8 AWG AND SMALLER FOR ALL OTHER SIZES, PROVIDE THW OR THHN/THWN INSULATION AS APPROPRIATE FOR THE LOCATIONS WHERE INSTALLED. ALL WIRES SHALL BE RATED AT 600 VOLTS. PROVIDE TYPE XHHW INSULATION FOR ALL WIRING BELOW GRADE. PROVIDE GROUND WIRE IN ALL BELOW GRADE CONDUITS (PVC OR METALLIC) FOR NEW BRANCH CIRCUIT WIRING. INCREASE WIRE SIZES PER NEC TO OFFSET VOLTAGE DROP AS/IF REQUIRED. 1 � DEMOLITICIN NOTE THE ELECTRICAL CONTRACTOR IS RESf'ONSIBLE FOR ANY/ALL NECESSARY ELECTRICAL DEMOLITION WORK THAT IS REQUIRED TO FACILITATE THE NEW INSTALLATION. FIELD COORDINATE PRIOR TO BIDS. REMOVE AND/OR MODIFY EQUIPMENT, ETC. AS REQUIRED FOR A COMPLETE INSTALLATION. ANY EQUIPMENT OR DEVICE REMAINING IN USE AFTER THE DEMOLITION IS COMPLETE ARE TO BE RECONNECTED TO EXISTING OR NEW CIRCUITS AND LEFT IN WORKING ORDER. FEEDERS TO PANELS AND WIRING TO EQUIPMENT SHALL BE F',OUTED CONCEALED IN FINISHED AREAS. COORDINATE ANY DISRUPTION OF ELECTRICAL OR TELEPHONE SERVICES WITH THE LANDLORD AND CONSTRUCTION MANAGER TO AVOID ANY CONFLICTS. 2. 3. 4 5. 6. REMODELYVG NOTES — ALL TRADES ALL DRAWINGS ARE CONGEPTUAL AND SGHEMATIC AND ARE INTENDED FOR USE AS A DESIGN/BUILD GUIDELINE. THE CONTRACTORS ARE RESPONSIBLE FOR VERIFYING ALL FIELD CONDITIONS AND ADJUSTING OR MODIFYING THE SPECIFIC ELEMENTS OF THEIR WORK AS REQUIRED TO MEET THE DESIGN INTENT. THE CONTRACTORS ARE RESPONSIBLE FOR THE FOLLOWING: A. COORDINATION WITH OTHER TRADES. B. PROVIDING ADDITIONAL DRAWINGS. CALCULATIONS AND OTHER DOCUMENTATION REQUIRED FOR THE BUILDING DEPARTMENT. THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL CIRCUITING AND PROVIDE ALL TESTS REQUIRED TO SUBSTANTIATE CODE COMPLIANCE AS REQUIRED BY THE BUILDING DEPARTMENT AND LOCAL INSPECTOR. SUBMIT FINAL AS-BUILT DRAWINGS TO BUILDING DEPARTMENT FOR RECORD AT COMPLETION. THE CONTRACTORS SHALL VISIT THE SITE TO DETERMINE CONDITIONS AFFECTING THE WORK. BIDS SHALL SERVE AS EVIDENCE OF KNOWLEDGE OF EXISTING CONDITIONS AND ANY MODIFICATIONS WHICH ARE REQUIRED TO MEET THE INTENT OF THE DRAWINGS AND SPECIFICATIONS. FAILURE TO VISIT THE SIT� DOES NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY IN PERFORMANCE OF WORK REQUIRED DUE TO EXISTING CONDITIONS IN EVIDENCE. ALL PANELBOARDS SHALL BE EXISTING TO REMAIN (U.N.O.). THE ELECTRICAL CONTRACTOR SHALL DOCUMENT ALL NEW AND EXISTING LOADS ON PANELS AND MAIN SERVICE TO DETERMINE LOADS ARE WITHIN LIMITS OF EXISTING OVER CURRENT DEVICES AND WIRING WITH A 25% SAFETY FACTOR INCLUDED. (BASED ON POWER COMPANY RECORDED HIGH DEMAND K1/�. ALL PANEL� SHALL BE BALANCED WITHIN 10% HIGH LEG TO LOW LEG. REMOVE EXISTING LIGHTING AND RELOCATE AS SHOWN ON PLANS. REUSE EXISTING CIRCUITS WHENEVER POSSIBLE. DOCUMENT ALL CIRCUITING FOR BUILDING DEPARTMENT REVIEW AND APPROVAL. CONTRACTOR SHALL RECORD, ON A SET OF "AS-BUILTS" DRAWINGS, ALL CHANGES OR MODIFICATIONS MADE IN THE FIELD, TO AN ORIGINAL SET OF CONSTRUCTION DOCUMENTS, FOR TURN-OVER TO THE ARCHITECT/ENGINEER UPON COMPLETION OF THE PROJECT. ALL WORK SHALL BE IN STRICT ACCORDANCE WITH STATE AND LOCAL CODES AND ORDINANCES AND THE NATIONAL ELECTRIC CODE � �� (c}+1 tt � E!- �� EXISTWG DEVVK�E NOTE MAINTAIN ALL EXISTING DEVICES (INCLUDING, BUT NOT LIMITED TO: LIGHT FIXTURES, OCCUP,�NCY SENSORS, SWITCHES, RECEPTACLES, FIRE ALARM NOTIFICATION DEVICES, ETC.) AND PROTECT THROUGHOUT ALL PHASES OF CONSTRUCTION. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR TO ENSURE THAT ANY DOWNSTREAM ELECTRICAL DEVICES OR LIGHT FIXTURES BE RECONNECTED TO AN EXISTIN� INTACT BRANCH CIRCUIT. �c�Awca� �Q� NorE HVAC AND PLUMBING EQUIPMENT IS EXISTING TO REMAIN. MAINTAIN EXISTING CIRCUITRY, CONNECTIONS, CONTROLS, ETC. THROUGHOUT ALL PHASES OF CONSTRUCTION. NO ELECTRICAL WORK REQUIRED. MIAPORTANT ELECTRICAL NOTE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING CONNECTED LOADS ON THE EXISTING BRANCH CIRCUITS AND PANELBOARDS. IF ANY ADDED LOADS OR CIRCUITS ARE VERIFIED TO BE TOO GREAT FOR THAT CIRCUIT OR PANELBOARD, E.C. SHALL CONNECT THE ADDED LOAD OR CIRCUIT TO A DIFFERENT CIRCUIT OR PANEL WITH ADEQUATE CAPACITY TO HANDLE THE ADDED LOAD. ONCE THE ELECTRICAL RENOVATION IS COMPLETE, E.C. SHALL PROVIDE NEW AND ACCURATE PANELBOARD SCHEDULES FOR EACH EXISTING PANELBOARD. � v�r aLL co�ar�oNs DESIGN DRAWINGS ARE SCHEMATIC. THIS CONTRACTOR SHALL VISIT THE SITE PRIOR TO BIDDING OR AWARD OF CONTRACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOR AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE CONTR�'.CTOR SHALL CONTACT THE ARCHITECT, ENGINEER OR OWNER PRIOR TO BIDDING FOR INTERPRETATIONS AND CLARIFICATfONS OF THE DESIGN AND INCLUDE IN HIS BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE BY THE ARCHITECT, ENGINEER OR OWNER AFTER BIDDING WILL BE FINAL AND SHALL BE IMPLEMENTED AT CONTRACTORS COST. BIDDING CONTRACTORS SHALL HAVE A WORKING KNOWLEDGE OF LOCAL CODES AND ORDINANCES AND SHALL INCLUDE IN THEIR BIDS THE COSTS FOR ALL WORK INSTALLED IN STRICT ACCORDANCE WITH GOVERNING CODES, THE PLANS AND SPECIFICATIONS NOT WITHSTANDING. THE CONTRACTOR SHALL ALERT ARCHITECT, ENGINEER OR OWNER OF ANY APPARENT DISCREPANCIES BETWEEN GOVERNING CODES AND DESIGN �NTENT. � p� � �� ,�� 6 �� p �,�� ,�, �� - ELECTRICAL POWER PLAN 1/4' = 1'-0' f �� , �� , � 3 � Q# POWER CODED NOTES: 1. CONNECT NEW BRANCH CIRCUIT TO A 120V, 1 POLE CIRCUIT SPACE IN THE NEAREST EXISTING 120/20� VOLT, 3� PANELBOAP.D, MADE AVAILABLE AFTER THE DEMOLITION OF EXISTING CIRCUITS NOT BEING REUSED. PROVIDE A 20A/1 P BREAKER AND (2)#12, (1)#12 GND IN 3/4" CONDUIT FOR THE 20A CIRCUIT. 2. PROVIDE DUPLEX RECEPTACLE AND DATA FOR OWNER PROVIDED LED MONITOR. COORDINATE FINAL MOUNTING HEIGHTS PRIOR TO INSTALLATION. REFER TO INTERIOR ELEVATIONS AND ELECTRICAL DRAWINGS FOR MORE DETAILS. 3. MODIFY EXISTING FIRE ALARM PULL STATION AS REQUIRED TO ACCOMMODATE NEW COLUMN FINISHES. 4. NEW CASHWRAP STATION. RELOCATE EXISTING RECEPTACLES AND DATA DEVICES TO LOCATION OF NEW CASHWRAP, EXTEND/TRUNCATE CONDUIT AND WIRING AS REQUIRED. MAINTAIN AND PROTECT DEVICES THROUGH ALL PHASES OF CONSTRUCTION. G.C. TO FIELD VERIFY EXISTING ELECTRICAL DEVICES TO ENSURE DEVICES ARE SUFFICIENT FOR NEW CASHWRAP - PROVIDE NEW AS REQUIRED. 5 � EXISTING POWER/DATA FOR MANAGERS DESK SHALL REMAIN - MA�NTAIN EXISTING CIRCUITRY AND CONNECTIONS.. VERIFY ALL IS OPERATIONAL. VERIFY CURRENT LOCATION V�,'ITH QUIKSILVER. RELOCATE ALL POWER AND DATATO NEW LOCATION IF REQUIRED BY QUIKSILVER. EXISTING ELECTRICAL DISTRIBUTION EQUIPMENT SHALL REMAIN. MAINTAIN EXISTING CONNECTIONS THROUGHOUT ALL PHASES OF CONSTRUCTION. i 0 _ ........ ; ��1 B / v A � ``' � c�� 5 • i�) POWER GEI�ERAL NOTES A. DEVICES SHOWN FADED ARE EXISTING TO REMAIN. MAINTAIN EXISTING CIRCUITRY AND CONTROLS. B. DEVICES SHOWN BOLD AND LABELED "(R)" ARE EXISTING TO BE RELOCATED TO LOCATION SHOWN. MAINTAIN EXISTtNG BRANCH CIRCUIT (UNLESS NOTED OTHERWISE). REWORK AND EXTEND/TRUNCAi E EXISTING BRANCH CIRCUIT WIRE AND CONDUIT AS REQUIRED. C. RECEPTACLE CIRCUITS UP TO 10t1'-0" IN LENGTH SHALL UTILIZE #12 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS FROM 101'-0" TO 150'-0" IN LENGTH SHALL UTILIZE #10 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS FROM 151'-0" TO 250'-0" IN LENGTH SHALL UTILIZE #8 CONDUCTORS MINIMUM. RECEPTACLE CIRCUITS ABOVE 250'-0" IN LENGTH SHALL UTILIZE #6 CONDUCTORS MINIMUM. D. ALARM CONTRACTOR SHALL BE RESPONSIBLE FOR ALL OTHER ALARM SYSTEM CONNECTIONS. E. F. G. H. J. IT IS THE RESPONSIBILITY OF THE ELECTRICAL CONTRACTOR 1'O REVIEW ALL ARCHITECTURAL DRAWINGS, ELECTRICAL DRAWINGS AND NOTES TO INSURE THAT ALL ELECTRICAL REQUIREMENTS ARE MET. ALL POWER AND ALARM WIRING FOR EXIT DOORS SHALL BE CONCEALED IN DOOR FRAME. ALL CONDUITS SHALL BE CONCEALED IN WALLS AND OUTLET BOXES SHALL BE FLUSH WITH FINISHED WALL UNLESS OTHERWISE NOTED. RECEPTACLES AND DATA/TELEPHONE SHALL BE MOUNTED +18" A.F.F. UNLESS OTHERWISE NOTED, NO LOWER THAN +15" A.F.F. TO BOTTOM OF DEVICE. DISCONNECT AND DISCARD ALL EXISTING ELECTRICAL EQUIPMENT AND DEVICES, WIRING, CONDUIT, LIGHT FIXTURES, ETC. NOT BEING REUSED. J. ALL WIRING DEVICES (RECEPTACLES, SWITCHES, ETC.) AND COVERPLATES SHALL BE WHITE - NO EXCEPTIONS. K. ANY PENETRATIONS THROUGH FIRE-RESISTANT/RA i ED WALLS, PARTITIONS, FLOVRS, AND CEILINGS SHAI.L BE FIRESTOPPED USING APPROVED METHODS TO MAINTAIN THE FIRE RESISTANCE RATING. DATE: JOB N0: DRAWN: CHECKED: � K r� �H KOHRS LONNEMANN HEIL ENOINEERS, PSC MECHANICAL/ELECTRICAL ENGINEER: 1538 ALEXANDRIA PIKE. STE. 11 FT. THOMAS, KENTUCKY 41075 859-442-8050 859-442-8058 FAX W � � Q W , ^ � U u� � Q � r � � � U o0 W � �O > Q � °D o � � W `Q Q 11/ P n LL v a � � \O � Z � —1 �WpNO —� N U C�1 � -� � W ., m � � a� Q L..L. � � LL a __....___ __. REVISIONS ELECTRICAL POWER PLAN 3HEEt Nt,IMBER �