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Home My WebLink About04080029 Building PlansRESPONSIBILITY SCHEDULE _viewed TENANTS ARE REQUIRED TO USE ONE OF THE FOLLOWING N u l z mmmm�am z V"j Per 'tom 0 z SPACE NO. 512 � N DIVISION 01000 - GENERAL REQUIREMENTS JANE MILLER - BROWN SPRINKLER CORPORATION (317) 88q-4225 PERMITS, FEES, AND INSURANCE PROFESSIONAL CLEANING TEMPORARY POWER / WATER PHONE: (317) 263-7645 OWNER (TENANT): • • • • • - -- -- -- CERTIFICATE OF OCCUPANCY DUMPSTm / TRASH REMOVAL TOTAL = 24 PERSONSBUILDING AND REQUIREMENTS • • 51OUX FALLS, 50 5-7104 516NAC-E PERMIT 4 9EE5 -- - - 5PEGIFIG SCOPE OF Y ORK/SERVIGES). • • FAX: (317) 337-1428 DIVISION 02000 - SITE WORK 8. SPRINKLER SYSTEM DESIGN AND LAYOUT MODIFICATION TO BE PROVIDED -ENA 14. DEMOLITION SHORING AND BRAGIN6 TEMPORARY BARRICADES • • • • • IF REQUIRED IF REQUIRED COORDINATE REQUIREMENTS W LANDLORD ASBESTOS TE5TIN6 AND ABATEMENT SPACE, IT SHALL BE LEFT INTACT DURING GONSTRUGTION AND ANY NEW • IF APPLICABLE DIVISION 03000 - CONCRETE PATCHING WORK, MODIFICATION AND RIENIRINI6 TO BE COMPLETED DURING CONCRETE SLAB 4 VAPOR BARRIER • GA5T--IN-PLACE CONCRETE (PATCHING) • • RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR SPRINKLER HEAD CONCRETE TOPPING / LEVELING COMPOUND • • IF REQUIRED SPACING TO CONFORM WITH THE LATEST N.FP.A. STANDARDS (PAMPHLET FLOOR CUTTING AND/OR CORE DRILLING - • • HAVING CONTROL OVER TH15 LOCATION. 13) AND ALL GODES HAVING JURISDICnON. SPRINKLER HEAD BRANCH DIVISION 04000 - MASONRY EVACUATION, SMOKE DETECTION SYSTEMS, INGLUDIN6 ANY/ALL PARTS cl cz: No WORK SPECIFIED UNDER TH15 SECTION ISSUED: AND LABOR (OR MODIFY EXISTING A5 REQUIRED), TO MEET LOCAL CODE, DIVISION 05000 - MISC. METALS SPRINKLER SUBCONTRACTOR AND THE DESIGN MUST BE BASED ON REVISED: LANDLORD REGUIRFMEyT5 AND FIRE MAR5HAL 51PEGIFIGATIONLS ALUMINUM REVEALS COLD ROLLED CHANNES • • • • I LANDLORD L16HT 6A06E FRAMIN6 • • METAL CORNER TRIM (SLATEWALL) • • DIVISION 06000 - WOOD 4 PLASTICS REVISION THIS SHEET ARCH. PROJ. K. BLOCKING (MI5(,) WOOD MOLDIN65 d TRIM • q. ALL 5HEETROGK AT NET AREAS TO BE WATER RESISTANT, FIRE- • • • • • • GONTRAGTOiR TO VERIFY AMPERAGE AND VOLTAGE 5PEGIFIGATION5 AND FIRE RETARDANT LUMBER / PLYWOOD 16. • PREFINI5HFD SLATWALL • EET PREFINI%W LAMINATED WOOD • DIVISION 07000 - THERMAL 4 MOISTURE PROTECTION 10. ALL 6YP5UM BOARD TO BE 5/8' GYPSUM WALL BOARD, FIRE -RATED INSULATION ROOF PENETRATION, GARBING AND RASAN6 • • 1616 BOTH SIDES AND ALL METAL 5TUD5 TO BE 3 5/8' MET. STUDS - MINIMUM 17. MUST USE LANDLORD CONTRACTOR SEALANT AND CAULKING 490 N�IN TOILET ROOM. SEE SPECS. AS A DOUBLE CHECK TO ASCERTAIN PROPER IN5TALLATION OF FIRE 5TOPPIN6 • • THE GENERAL CONTRACTOR MUST GOMPLY WITH THE FOLLOWING AND EQUIPMENT AT THE CORRECT VOLTA6E/AM- E E. WATERPROOF MEMBRANE AT LAVATORY/ 55 10101 MUST INCLUDE ON ALL CONTRACT5 WITH 5UBGONTRAGTOR5 DIVISION 08000 - DOORS AND WINDOWS PERFORMIN6 TENANTS WORK THAT THEY SHALL REQUIRE EACH RATED METAL DOORS AND HARDWARE DEPARTMENT REQUIREMENTS, BASED ON 9PEGIFIG LOCATION OF THEREOF, BY A CLAUSE DIRECTLY ENFORCEABLE BY THE LANDLORD OR • REAR SERVICE DOOR THE TENANT THAT THEY WILL NOT DAMAGE, INJURE, INTERFERE WITH OR REQUIRED BY LOCAL CODE OR A6 4C'IE5 HAVING JURI50IGTION OVER • ALL HARDWARE FOR DOORS DELAY THE COMPLETION OF THE LANDLORDS WORK IN THE DEMISED • • 11. ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION LAMINATED / T&FERM &LAZING (AT 5TORURMT) LABELED AND APPROVED TYPE LOCK-OUT5 INSTALLED ON CIRCUIT 4101 INGUIDES DOOR5 BREAKEZ5. INTERIOR DOORS • • 5. THE TENANTS GENERAL COWRAGTOR SHALL SUPPLY ALL NEGE55ARY TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREI-ENT5 OF BARRIER FREE DE516K IF AN EXPANSION JOINT COVER 15 REQUIRED, LANDLORDS WORK AND OTHER GON5TRUGTIO1N WITHIN THE BUILDIN6, TO THE END THAT THERE SHALL BE NO LABOR DISPUTE WHICH WOULD DIVISION 09000 - FINISHES SUCH GCVER 15 TO BE LEVEL AND SMOOTH WITH TENANTS FLOOR FIN15H GYP5M WALLBOARD (WALLS / SOFFITS / CEILINGS) PORCELAIN TILE: (5TOREFRONT BASE) VINYL BASE • • • • • • • • • • • • - LAMINATED WOOD $ASE • _ REDUCEP6 AND TRANSITION STRIPS 6W6 GEILIN6 AND FRAMING SYSTEM 5U-2ENDED ACOUSTICAL CEILINGS AND GRIDS PAINTS THE TENANT SHALL 8J6A6E THE 5ERVIGE5 OF ONLY SUCH • • WOOD VENEER • •___;; 12. FAGTORY PAINTED GRILLES, DIFFUSERS, METAL TRIM (BUCKS, ETCD, VINYL COMPOSITION TILE ALL OTHER LABOR THAT 15 WORKING IN THE BUILDING. • • - - STOREFRONT POWDER COATED ALUMINUM PANES • DIVISION 010000 - sPEcm s TO MATCH ADJACENT SURFACE IN AN ENAMEL, GLEANABLE FINISH, OR AS 516NA6E - 5TOREFRONT SERVICE DOOR IDENTIFICATION • • -� HANDIGAPPED ACGE551BILTTY 516NA6E 0101 FIRE EXnIswSHEIRS 01*11 LAVATORY ACCESSORIES _ • • DIVISION 011000 - EQUIPMENT AREAS LEVE_ WITH CONCRETE WILL BE COMPLETED BY THE TENANTS ALL FLOOR SLAB 13. THE 6ENERAL CONTRACTOR 15 REQUIRED TO REPAIR ANY LANDLORD POINT OF SALE (P05) EQUIPMENT TEUTHOPE EQUIPMENT - EMBROIDERY MACHINE • • • • • • FIX7RE ANDCONDRAINS PENETRATIONS S FOR PLUMBING FIXTURES AND DRAINS SHALL HAVE NEUTRAL PIER5 ADJAGENTT TO TENANT PREMISES, BUILDING SOFFITS OR DIVISION 012000 - FURNISHING � � o c".) +SBO@ W; h S(1 )S Q fi HATE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4' A.FF. AND MUST BE SALES AREA FIXTURES / PANELS CASH RAP STOCKROOM SHELVES • • - •101 • • .,a Ltk I€I t;itRe"' QF to 6.G. TO UNGRATE AND ASSEMBLE - - - N - - - DIVISION 013000 - SPECIAL CONSTRUCTION - NO WORK REQUIRED UNDER THIS SECTION DIVISION 014000 - CONVEYING SYSTEMS - NO WORK REQUIRED UNDER THIS SECTION DIVISION 015000 - MECHANICAL AND PLUMBING SAWGUT/GORE-DRILLED (A5 APPLICABLE TO LEVEL OF STORED, IF DAMAGES DONE DURING THE COURSE OF CONSTRUCTION. COLD WATER SUPPLY DAMPERS DIFFLUR / 6RILLE9 - rz DEPT O COM �, UNITY SERVICES TENANTS GONTRAGTOR 15 REQUIRED TO PENETRATE SUCH SLAB ABOVEQTY • • • • • • 4 - -- _- H.V.A.C. HEATING AND COOLING UNITS HVAC. DUCTMORK LAVATORY FIX7URE5 4 WATER HEATER -- TAY INSHI ` • • • • • • RE5TROOM EXHAUST DUSTWORK r • • ROOF PENETRATIONS • • • MUST USE LANDLORD CONTRACTOR • • SANITARY LINE STUBBED TO SPACE SMOKE EVACUATION SMOKE DETECTORS SPRINKLERS • • SUPPLY, VENT, WASTE PIPING WATER METER WATER STUBBED TO SPACE i • • • • - DIVISION 016000 - ELECTRICAL LIGHT FIXTURES (NEW) _0101 FIUORE5GBJT L16HTIN r7 LAVATORY EXHAUST/U644T - 010 • EXIT AND BM ER6ENGY LIGHTING 00 ELECTRICAL OUTLETS TELEPHONE PANEL TELEPHONE OUTLETS • CONDUIT FOR TELEPHONE WIRES 00 TaBOHONE EQUIPMENT - CONDUIT FOR SK.URITY SYSTEM CONDUITS FOR STEREO SYSTEM - nMEGLOGK _-- FIRE ALARM ELECTRIC PANELS _ 1-1/4" SERVICE CONDUIT WIRE FROM METER TO SPACE • 0101 • • • • • • • • • • SEE.ELECTFJCAL DRAWIN65 CLAY TERRACE ��EoLfir ocv ARMI SPACE N0. B12 U.S. 31 & 146th ST CARMEL, IN. 46033 PROJECT Received4q, _viewed TENANTS ARE REQUIRED TO USE ONE OF THE FOLLOWING N TENANT COORDINATOR: SIMON SUITE 100 ' St. Permit 26�64� Per 'tom 2002 INDIANA ELEGTRIGAL CODE (NFPA 70-2002) SPACE NO. 512 ��° R�vriewed B FAX: (614, PROJECT DATA WILLIAM P. TENANTS ARE REQUIRED TO USE ONE OF THE FOLLOWING LIDS TENANT COORDINATOR: SIMON SUITE 100 SPRINKLER CONTRACTORS: 115 WEST WA514I N&TON ST. 2002 INDIANA ELEGTRIGAL CODE (NFPA 70-2002) SPACE NO. 512 - SIMPLEX 6RINNELL 1-800-24g-43TT FAX: (614, U.S. 31 4 146th ST. JANE MILLER - BROWN SPRINKLER CORPORATION (317) 88q-4225 CARMEL, IN. 46033 PHONE: (317) 263-7645 OWNER (TENANT): - FIRE SYSTEMS SERVICES, ING. (317) 315-43`10 CALCULATIONS: NON-5ALE5 FLOOR 8 5QUARE FEET _ 300 = I PERSONS 8142 WOODLAND DRIVE TOTAL = 24 PERSONSBUILDING AND REQUIREMENTS %�`CONTRACTOR ► STAD OF THEIR ANAD A/ALLGO5T5 TO THEIR 51OUX FALLS, 50 5-7104 OGGUPANGY: (M) MERGANTILE PHONE NUMBER: (317) 3344428 EXT. 141 5PEGIFIG SCOPE OF Y ORK/SERVIGES). (605) 336-1572 FAX: (317) 337-1428 1. THE TENANT'S GENERAL CONTRACTOR SHALL FURNISH AND INSTALL, AS (DTHE REQUIRED, HAND OPERATED FIRE EXTINGUISHERSURING 8. SPRINKLER SYSTEM DESIGN AND LAYOUT MODIFICATION TO BE PROVIDED -ENA 14. IF A SMOKE EVACUATION AND/OR DETECTION SYSTEM OGGUFZ5 FOR TH15 GON5TRUGTION PHA5E5 4 PROVIDE NEW FOR TENANT AS SHOWN ON PLAN. BY THE GENERAL CONTRACTOR'S SPRINKLER. 5UBGONTRAGTOR PHONE: (866) 848-6500 SPACE, IT SHALL BE LEFT INTACT DURING GONSTRUGTION AND ANY NEW TBD. ALL SUBMISSIONS TO THE FIRE MARSHAL WORK, MODIFICATION AND RIENIRINI6 TO BE COMPLETED DURING 2. ALL NEW GEILIN65, 5HALL BE UL. UNDERNRITER5' APPROVED AND OF AND BUILDING IN510EGTOR FOR THE NECESSARY APPROVAL ARE THE CONSTRUCTION PHASE TO POINT OF NEW PANELS. THE NONCOMBUSTIBLE TYPE WITH ANY UL. UNDERI^RITER5 LABORATORY RESPONSIBILITY OF THE SPRINKLER SUBCONTRACTOR SPRINKLER HEAD Phone: (317) 571-2401 is LABEL MEETIN6 THE LATEST GODS AND ALL JJRI50ICTIONAL AUTHORITIES SPACING TO CONFORM WITH THE LATEST N.FP.A. STANDARDS (PAMPHLET 15. ENGINEER, FURNISH AND INSTALL ANI'/ALL REQUIRED FIRE ALARM, SMOKE HAVING CONTROL OVER TH15 LOCATION. 13) AND ALL GODES HAVING JURISDICnON. SPRINKLER HEAD BRANCH 0 EVACUATION, SMOKE DETECTION SYSTEMS, INGLUDIN6 ANY/ALL PARTS cl cz: LINES, DROPS AND HEAD5 ARE THE RE5PON51BILITY OF THE TENANT'S ISSUED: AND LABOR (OR MODIFY EXISTING A5 REQUIRED), TO MEET LOCAL CODE, 3. THE TENANTS C-ENERAL CONTRACTOR AND/OR H15 ELECTRICAL SPRINKLER SUBCONTRACTOR AND THE DESIGN MUST BE BASED ON REVISED: LANDLORD REGUIRFMEyT5 AND FIRE MAR5HAL 51PEGIFIGATIONLS SUBCONTRACTOR 15 TO VERIFY ALL EQUIPMENT 5PEGIFIGATIONS AND TENANT'5 FLOOR LAYOUT AND REFLECTED GEILIN6 PLANS. I LANDLORD W-IETIiER 5" WORK 15 OR 15 NOT 5HOWN ON PLANS AND REQUIREMENTS WITH THE TENANT OR THE TENANT'S GONSTRIJGTION REVISION THIS SHEET ARCH. PROJ. K. SPECIFICATIONS. REPRE5ENTATIVE PRIOR TO START OF GON5TRUGTION. THE q. ALL 5HEETROGK AT NET AREAS TO BE WATER RESISTANT, FIRE- DRAWN BY: T.L.G. GONTRAGTOiR TO VERIFY AMPERAGE AND VOLTAGE 5PEGIFIGATION5 AND RETARDANT, AND 5/8" THICK. 16. ALL ROOF WORK TO BE COMPLETED BY THE LANDLORDS DE516NATED REQUIREMENTS (SERVICE AND PANEL 5PEGIFIGATION) WITH THE EET ROOFIN6 GONTRAGTOR AT TENANT GENERAL CONTRACTORS EXPEN5E ELEGTRIGAL SUBCONTRACTOR IN COORDINATION WITH EQUIPMENT 10. ALL 6YP5UM BOARD TO BE 5/8' GYPSUM WALL BOARD, FIRE -RATED SPECIFICATIONS FOR EQUIPMENT SUPPLIED BY THE TENANT, THE BOTH SIDES AND ALL METAL 5TUD5 TO BE 3 5/8' MET. STUDS - MINIMUM 17. TENANTSGENERAL CONTRACTOR TO PROVIDE AN ELA5TOMFRIG S SA CONTRACTORS OR OTHER 5OURCE5 (A5 5FEGIFIED BY THE ARCHITECT) GAUGE AS PER CODE AT 16" O.G. TO UNDERSIDE OF DECK ABOVE UNLESS N�IN TOILET ROOM. SEE SPECS. AS A DOUBLE CHECK TO ASCERTAIN PROPER IN5TALLATION OF NOTED OTHERWI5E. 15. THE GENERAL CONTRACTOR MUST GOMPLY WITH THE FOLLOWING AND EQUIPMENT AT THE CORRECT VOLTA6E/AM- E E. ALL PENETRATIONS FOR SUPPLY OR RETURN AIR, ETC. TO HAVE MUST INCLUDE ON ALL CONTRACT5 WITH 5UBGONTRAGTOR5 PROPERLY IN5TALLED FIRE DAMPERS MEETING THE LATEST FIRE PERFORMIN6 TENANTS WORK THAT THEY SHALL REQUIRE EACH 4. THE TENANT'S GENERAL GONTRACTOR AND/OR ELECTRICAL DEPARTMENT REQUIREMENTS, BASED ON 9PEGIFIG LOCATION OF THEREOF, BY A CLAUSE DIRECTLY ENFORCEABLE BY THE LANDLORD OR 9UBC.ONTRACTOR 15 TO INSTALL EMER6ENGY AND EXIT L16HTIN6, AS TENANTS SPACE IN 5HOPPIN6 GENTER (OR BUILDING, A5 APPLIGABLF). THE TENANT THAT THEY WILL NOT DAMAGE, INJURE, INTERFERE WITH OR REQUIRED BY LOCAL CODE OR A6 4C'IE5 HAVING JURI50IGTION OVER DELAY THE COMPLETION OF THE LANDLORDS WORK IN THE DEMISED THE PROJECT. THE EXIT Y LIGHTING 5HOULD BE PROPERLY 11. ALL THE FLOOR FINISHES, WITHIN THE PREMISES, OR AT THE TRANSITION PREM15E5 OR ANY OTHER WORK WITHIN THE BUILDING, AND THAT THEY LABELED AND APPROVED TYPE LOCK-OUT5 INSTALLED ON CIRCUIT BE`1YEEN LANDLORD FLOOR FINISHES AND TENANT'S FLOOR FINISHES (AT WILL COMPLY WITH THE PROCEDURES AND RE6ULATION5, IF ANY, BREAKEZ5. ENTRY OR REAR DOOR, (A5 APPLIGABLE) ARE TO BE SMOOTH AND LEVEL PRESCRIBED BY THE LANDLORD FOR INTEGRATION OF SUCH WORK WITH 5. THE TENANTS GENERAL COWRAGTOR SHALL SUPPLY ALL NEGE55ARY TO AVOID TRIPPING HAZARDS AND BE WITHIN THE REQUIREI-ENT5 OF BARRIER FREE DE516K IF AN EXPANSION JOINT COVER 15 REQUIRED, LANDLORDS WORK AND OTHER GON5TRUGTIO1N WITHIN THE BUILDIN6, TO THE END THAT THERE SHALL BE NO LABOR DISPUTE WHICH WOULD GROUND5 FOR MIUAORK AND FIXTURES, FITTINGS AND EQUIPt-tW AS SUCH GCVER 15 TO BE LEVEL AND SMOOTH WITH TENANTS FLOOR FIN15H INTERFERE WITH THE CONSTRUCTION. COMPLETION OR OPERATION OF REOUIRED. ELEVATION AND WILL NOT PROJECT ABOVE SUCH FLOOR FIN15H THE BUILDIN6 OR WITH ANY OTHER WORK BEING CARRIED ON THEREIN, 6. All NEW STOREFRONT AND INTERIOR GLAZING, AS WELL AS FRAMING ELEVATION. THE TENANT SHALL 8J6A6E THE 5ERVIGE5 OF ONLY SUCH MATERIALS UTILIZED, MUST COMPLY WITALL APPLICABLE GOOFS, CONTRACTORS AND BGONTRACTOR5 THAT WILL WORK IN HARMONY WITH LANDLORDS CRITERIA, TENANTS DRAWINGS AND SAFETY GLAZING 12. FAGTORY PAINTED GRILLES, DIFFUSERS, METAL TRIM (BUCKS, ETCD, ALL OTHER LABOR THAT 15 WORKING IN THE BUILDING. 5TANDARD5. AGGE55ORIE5, 5WITGH AND OUTLET PLATES, ETG., ARE TO BE PAINTED TO MATCH ADJACENT SURFACE IN AN ENAMEL, GLEANABLE FINISH, OR AS 1. ALL GONGRETE FLOOR SLABS AND/OR FILLING IN OF DEPRE55ED FLOOR 5PEGIFIED ON THESE DRAWIN65. AREAS LEVE_ WITH CONCRETE WILL BE COMPLETED BY THE TENANTS ALL FLOOR SLAB 13. THE 6ENERAL CONTRACTOR 15 REQUIRED TO REPAIR ANY LANDLORD RELEASED FOR CONSTRUCTION FIX7RE ANDCONDRAINS PENETRATIONS S FOR PLUMBING FIXTURES AND DRAINS SHALL HAVE NEUTRAL PIER5 ADJAGENTT TO TENANT PREMISES, BUILDING SOFFITS OR � � o c".) +SBO@ W; h S(1 )S Q fi HATE WATERTIGHT SLEEVES EXTENDING A MINIMUM 4' A.FF. AND MUST BE ADJAGENGIE5, IF SUCH REPAIR 15 NECESSITATED BECAUSE OF THE TENANTS .,a Ltk I€I t;itRe"' QF to INSTALLED PER LANDLORDS CRITERIA. CONCRETE SLA85 MAY ONLY BE GENERAL CONTRACTOR'S REMOVAL OF THE BARRICADE, OR 'and SAWGUT/GORE-DRILLED (A5 APPLICABLE TO LEVEL OF STORED, IF DAMAGES DONE DURING THE COURSE OF CONSTRUCTION. rz DEPT O COM �, UNITY SERVICES TENANTS GONTRAGTOR 15 REQUIRED TO PENETRATE SUCH SLAB ABOVEQTY Of / -O OR ADJACENT TO TENANTS SPADE, COORDINATION AND APPROVAL BY -- TAY INSHI ` THE LANDLORD WILL BE NEGE%ARY PRIOR TO 5AWGUTTIN6/6ORE r DRILLING. PROJECT DATA WILLIAM P. PROJECT ADDRESS: LIDS TENANT COORDINATOR: SIMON SUITE 100 CLAY TERRACE 115 WEST WA514I N&TON ST. 2002 INDIANA ELEGTRIGAL CODE (NFPA 70-2002) SPACE NO. 512 INDIANAPOLIS, IN. 45204 FAX: (614, U.S. 31 4 146th ST. JANE MILLER INDIANA ACCESSIBILITY CODE (Iq"12 GABO/AN51 AI17.1) CARMEL, IN. 46033 PHONE: (317) 263-7645 OWNER (TENANT): HATWORLD, INC. CALCULATIONS: NON-5ALE5 FLOOR 8 5QUARE FEET _ 300 = I PERSONS 8142 WOODLAND DRIVE TOTAL = 24 PERSONSBUILDING DATA: INDIANAPOLI5, IN. 46278 51OUX FALLS, 50 5-7104 OGGUPANGY: (M) MERGANTILE PHONE NUMBER: (317) 3344428 EXT. 141 MALL MANAGEMENT: LAUTH PROPERTY GROUP (605) 336-1572 FAX: (317) 337-1428 qTN COLLEGE AVE. TOTAL GROSS FLOOR AREA: di SQUARE FEET BILLLEPA6E®HATWORLD.GOM INDIANAPOLIS, IN. 46280 (314) 531-3737 FAX REQUIRED EXITS: (I) ONE EXIT REQUIRED - (1) ONE EXIT PROVIDED PHONE: (866) 848-6500 PERMIT EXPEDITER: TBD. BUILDING DEPARTMENT: CARMEL CITY BUILDIN6 DEPT. 06 z Z I Givic 5q, T_ M J CARMEL, IN. 46032 v♦ Phone: (317) 571-2401 APPLICABLE CODES: ALL WORK SHALL CONFORM TO ALL APPLICABLE GOVERNING CODES, INGLUDIN6, BUT WILLIAM P. NOT LIMITED TO, THE LATEST EDITIONS OF THE FOLLOWING: 438 E. HILE 2003 INDIANA BUILDING GORE (2000 INTERNATIONAL BUILDIN6 CODE) SUITE 100 Iqqq PLUMBING CODE (Igg7 UNIFORM PLUMBING GODS) GENERAL CONTRACTOR 2002 INDIANA ELEGTRIGAL CODE (NFPA 70-2002) FLOORING 2003 INDIANA MECHANICAL CODE (2000 INTERNATIONAL MECHANICAL GODE) FAX: (614, INDIANA ENERGY CONSERVATION CODE (I11g2 GABO) SHANE HARTUNG INDIANA ACCESSIBILITY CODE (Iq"12 GABO/AN51 AI17.1) .TEFF PRAEGHTER 2003 INDIANA FIRE GODE (2000 INTERNATIONAL FIRE GODE) OCCUPANT LOAD SALES FLOOR 70 SQUARE FEET _ 30 = 23 PERSONS CALCULATIONS: NON-5ALE5 FLOOR 8 5QUARE FEET _ 300 = I PERSONS 1701 "F" AVENUE TOTAL = 24 PERSONSBUILDING DATA: I 51OUX FALLS, 50 5-7104 OGGUPANGY: (M) MERGANTILE 5T. LOUIS, MO 6311`1 TYPE OF GON5TRUGTION: II -E3 SPRINKLED (605) 336-1572 5PRI NKLERED: I (314) 531-3500 TOTAL GROSS FLOOR AREA: di SQUARE FEET (605) 373-8858 FAX OGGUPANGY LOAD: 2 O S (314) 531-3737 FAX REQUIRED EXITS: (I) ONE EXIT REQUIRED - (1) ONE EXIT PROVIDED EXIT ILLUMINATION: EMERC-ENGY EXIT ILLUMINATION SHALL BE PROVIDED AS SHOWN ON ELEC. DRAWINGS. FIRE SPRINKLER SYSTEM: AN AUTOMATIC FIRE SPRINKLER SYSTEM 15 EXISTIN6 WITHIN THIS SPACE. CONTRACTOR SHALL MODIFY THE SYSTEM AS REQUIRED FOR THE NEW SPACE GONFI6URATION AND GEILIN6 HEIGHTS. SYSTEM SHALL BE DE516NED AND INSTALLED BY A LANDLORD APPROVED / CERTIFIED QUALIFIED FIRE SPRINKLER CONTRACTOR WHO SHALL PREPARE DE516W5140P DRAWINGS OF THE SYSTEM AND SUBMIT TO THE LANDLORD 4 BUILDING 4 FIRE DEPARTMENT FOR APPROVAL PRIOR TO FABRICATION s INSTALLATION. ALL WORK SHALL BE DONE AGGORDANGE WITH ALL STATE OR LOCAL GODE5 HAVING JJR15DICTION VENDOR LIST OF RECORD: WILLIAM P. IIIHITE 438 E. HILE 9N BRID6E RD. SUITE 100 GENERAL CONTRACTOR 516NA6E FLOORING LI&WING FAX: (614, T.B.D. SHANE HARTUNG GA5HWRAP/ FIXTURE5 .TEFF PRAEGHTER LLEN GREATIVE SURFAGE5 ONE 5OURGE RETAIL L1614TIN6 A55OGIATE5 1701 "F" AVENUE 17"193 GHE5TERFIE1 D AIRPORT RD 186 EAST KIRKHAM 436-0100 51OUX FALLS, 50 5-7104 GHE5TERFIELD, MO 63005 5T. LOUIS, MO 6311`1 (605) 336-1572 (636) 530-7778 (314) 531-3500 co �... O (605) 373-8858 FAX (636) 262-328`1 (314) 531-3737 FAX CID 5hanehacreativesurfoce5.com 5teve.du55ault®one5ourceretail.com jproechter®lalWebnet SYMBOL LEGEND PLAN DETAIL SECTION DETAIL / \ � � x I I x X X A DRAWING TITLE �_x5C ALE: 1 -ELEVATI ON NUMBER GEILIN6 HEIGHT O DOOR CALLOUT 44 A -X 2 P -I GE I L I NG FINISH XO CODED NOTE - ELEVATION SHEET NUMBER 3 WG -X FINISH MARK REVISION DELTA CLOUD INDEX OF DRAWINGS -7 z Z N AO.O TITLE 5HELT AOJ PRE-i'tRI1GTION 11REWREMENTS W s AO.2 EXISTING CONDITIONS r o AIA GON5TRLrT10N/FIWISH i FIXTURE PLANS W N d O '*` O A2rO REFLC =-ILIW7 PANL- w z ECTED A3.0 5TOREFRONT DETAILS - o z Z U Z AW 5TOREFRONT DETAILS 0� °� O a. � V z F .. C R a u A4.0 EL LVATIONS 8 FINISH SCMPLLE} x a U u 0 SM.0 SPECIFICATIONS . u as g w b Z u 1 ~ g v t ECa SP2.0 SPIFICATIONS w w ° �' �i •G °� •E � v WZ W5.0 SPECIFICATIONS 4 6ENERAL Na E5 u o v v i U z o a S v MIO MECHANICAL FLANS p R `y VIII MECHANICAL SCH SX LES 6 DETA" F�". 'DE L)u � v v x u U p [~ ��c EIA ELE MCA L POS PLAd N Z c W E2.0 ELECTRICAL LW*MN6 PLAN A OO �z �0 N Z ARCHITEC OF RECORD: WILLIAM P. IIIHITE 438 E. HILE 9N BRID6E RD. SUITE 100 HORT14I146T N, OH 43085 PHONE: (6141 436-0100 FAX: (614, 436-6023 ENGINEER F RECORD: DAVID H. H LLEN 438 E. NILS N BRIDGE RD. SUITE 100 WORTHIN6T N, OH 43085 PHONE: (614) 436-0100 FAX: (614) 436-6023 uj V M co �... O V) CO CID UJ�a 06 z Z T_ M J ♦�^/�' w v♦ � is a U 0 cl cz: **4�� ISSUED: I 1-04 REVISED: 7-12-0 I LANDLORD COMMENTS *INDICATES NO REVISION THIS SHEET ARCH. PROJ. K. L105-004 PLOT DATE: 7-12-04 DRAWN BY: T.L.G. CHECKED BY: STAFF TITLE S EET no I A r PRE -CONSTRUCTION MEETING A rninimum of five (5) days prior to starting co nsb uction, the CONTRACTOR shall contact the LANDLORD to arrange a Pre construction Meeting at the site. Attendees should Ince the GENERAL CONTRACTOR. Superintendent, and major Subcontractors to be used in the construction. At the Pre-constructlort Meeting the GENERAL CONTRACTOR shall provide the following: 1) BUILDING PERMIT A copy of each of the Leal Building Permits and, if applicable, Health Permits. 2) WORKERS COMPENSATION CERTIFICATE 3) INSURANCE CERTIFICATE The Certificate of Liability Insurance should be in the mem amount of $2,000,000, In the aggregate, $1,000,000 each occurrence and should reflect the following as •Additional Insured": Clay Terrace Partners, LLC, Its Managing Agent, Simon Property Group, Inc.,and their respective officers, directors. shareholders. members, partners, rats, subsidiaries, related and affiliated entitles, agents, servantsA nd employees. 4) PERFORMANCE, LABOR and MATERIAL BOND 5) SUBCONTRACTORS LIST The subcontract= list shag set forth the name, address and telephoie numbers (and emergency numbers) of TENANTS General Contractor and Subco ntrackn. 6) CONSTRUCTION DEPOSIT A construction deposit In the amount of $2,000 payable to Sarson Property Group, inc. from which the LANDLORD may deduct LANDLORD'S cost to repair damage to common areas or other Tenants, caused by Tenant's contractor(s). 7) PREPAYMENT CHECK Landlord reserves the right to provide and/or install any of the following for Term's Contractor at Tenants Contractor's expense (contact the Tenant Coordinator for specillc items elected by Landlord). In the event Landlord does not eft to provide andlor Install any of the fes, the same shall become Tenant's Contractor's responsibility at Tenanrs Contractor's expense. The General Contractor will be required to provide a car's check, Federal I.D. number Included, Dyable to, Simon Property Groin, Inc. 115 West Washington Street Indianapolis, Indiana 46204 as advance payment for services, material, construction, etc. as rued below. ITEM . , COST A. I umpster.......... ..................... ..... $700.00 + $0.20/S.F. over 2,000 S.F. B. Temporary Power ........................ $D50.00 + $0.071S.F. over 1,500 S.F. C. Temporary Construction Barricade..... ............... - .............. ........$55.00/L.F. of Storefront D. Sprinkler shutdown fee..................._...,..,..............................................................$450.00 E. Trash cleanup fee ............ -............ ___ ....................... ..... ....... .................... ,,........$350.00 F. Electric Connection Fee 100A.....................,...,................................ ...$50.00 150A....................,......................................................., ........$930.00' 200A___ ... _ ..................................................,..............,.......$930.00 400A_ ........ ....____ .................. ,................... .. ................$1700.00 600A..._ ..... ...... ..................... ............................................$2800.00 800A..., ............ ........... .... ........................................$2M,00 G. Site Access Traffic Control Fee. ..........,.............$1,000.00 + $02WS.F. over 1,500 &F. H. Temporary Toilets ........ ......................... ............. .....<....... ........ ................... $100.o01Tenant Contact the following utility company representatives for Inbrrnation concerning lord Installation requirements, application for service, billing procedures, etc. L„ J GAS SERVICE: Gas service Is available for use by restaurants only. To apply for service, contact: Vedren Telephone: 1-800-227-1376, Option #6(inside sales) TELEPHONE SERVICE: SBC Telephone: 1-800- tW-8088 (Large Business over 20 ids) 1.800-M-3000 (Small Business under 20 Lines) PERMITS & LICENSING 1) PLAN REVIEW PERMIT: Instructions for drawing submission for building peau. All specifications awe to be Included within the construction drawings, Project manuals or specification booklets are riot acceptable. Carmel Building & Code griforcement. One Civic Square Carmel, Indiana 46032 Phone: 317-671-2444 Indiana Department of Fire & Building Services Indiana Government Center South 402 West Washlogton Street Indianapolis, Indiana 46204 Phone: 317-232-6418 Ilan Review/ Permit appllcation's can be found on-line at http://www.cl.cwnwlJn.LWswvkesMoew4ow*mqLdrwmmW.htm Tenants with food operatiorns please contact the following for additional requirements: Hamilton County Health Department Phone: 317-776.8500 2) LICENSING All contractors must be licensed by the approprialejurilsdiclonall authorities, 3) SPRINKLER DRAWINGS: In action to complying with the loco# authority requirements for submission of sprinkler shop drawings, the sprinkler contractors shall submit a minimum of five (5) sets of sprinkler strop drawings and hydraulic calculations (d applicable) to Global Risk Consuftanrs for approval. Contact. Wiliam J. Cary Senior Constant Global Risk Consultants Corp. 25511- Saratoga Street Gilbert, AZ 852 Telephone/Fax; (480) 828-8858 E-mail, nwWamcary@globdrlskcornsuftants.com Global Risk Consultants will return one (1) set to the sprinkler contractor. Review time: two (2) weeks typicaliy. Mark installation date on plans If plans need b be emitted. 4) SHOPPING CENTER BUILDING DATA OCCUPANCYIUSE: M- Mercantile / s / A Assembly CONSTRUCTION CLASSIFICATION: Unprotected, Non-combnasttble BUILDING LEVELS: SPRINKLER SYSTEM: 5) TENANT'S ADDRESS TenWs Name (DBA) XXXXX CLAY TERRACE BOULEVARD Suite XXX Carmel, Indiana 46032 One Levellrwo Levels Fully Sprinkled NOTE. See Tenant Itfomoallon Package for speclftc Building Address, 6) LEGAL OWNER* Short Property Group, Inc. 115 West Washington Street Indianapolis, indWv 46204 "Contact the Tenant Coordinator for a legal property desor"on, # reguired for psnnlL 7) SHOPPING CENTER ADDRESS & PHONE XXXXX Clay Terrace Boulevard Suft XXX Carmel, Indane 46032 NOTE: See Tenant l0wratlon Package for specific Bulking Bess. 8) LANDLORD CORPORATE OFFICE Simon Property GmP Attrt: Tenant Coordknatton 118 West Washington Street I ndlenapoft Indiana 46204 Plane: 317-636-1600 E -math tcmailbox@skmmoom ELECTRIC SERVICE: Cinergy PSI Telephone: 317-581-3027 WATER SERVICE: Carmel Utilities Telephone: 317-571-2442 CABLE SERVICE: Time Warner Cam Tine: 317-972-9700 ON T C ION TEMPORARY PROVISIONS ALL TENANTS: 3) TEMPORARY POWER 1) TEMPORARY CONSTRUCTION BARRICADE Notappricable. If required by the LANDLORD a temporary construction barricade at the storefront shall be Installed by LANDLORD at TENANTS expense. No barricades shall be removed or dismantled without the express written consent of the 4) TEMPORARY WATER LANDLORD, Any barricade removed without prior int"be reconstructed by Piot applicable.LANDLORD at the CONTRACTOR'S expense. 2) CONSTRUCTION SIGNAGE 5) TEMPORARY TOILET The CONTRACTOR is not allowed to post any company name or so on the temporary The sheppir center Inflat facilitln will not available for contractors use; Confect the construction barricade or anywhere outside the premises. The CONTRACTOR shaft t all LANDLORD for temporary toilet k s will signage required by the LANDLORD: CONSTRUCTION REQUIREMENTS The following Rules govern TENANT'S construction on LANDLORDS property. All references 9) LANDLORD INSPECTIONS to'CONTRACTOR• shall mean the GENERAL CONTRACTOR or the TENANT If acting as Its - own Contractor. The TENANTS construction work will be observed periodically by the LANDLORD to verily 1 ON-SITE DOCUMENTS that the work Is being constructed as approved by the LANDLORD. All wok not In _ conformance with LANi LORIYS approved Tenant drawings must be fi mtediately corrected at - The CONTRACTOR will keep the fallowing documents on-site and accessible at ani times Ring CONTRACTOR'S expense. ccrostrWIM 16 SAFETY A) LANDLORD approved TENANT drawings. The CONTRACTOR will build from ONE set of drawings by adding any Building Department its into the The CONTRACTOR shag to responsible to ensure that all work is perfumed in accordance LANDLORD'S approved set Trois set of drawings will be prirnnary working drawings and with O.S.H.A. standards. The LANDLORD may, without any amity, therefore, stop work that displayed at all tires during construction. Is In violation of O.S.HA. starxiards or which may, In the LANDLORiYS opinion, cause injury or B) A complete set of building ng department peed (stand) drawings. harm to perm or prop". C) LANDLORQ'S construction manual. An illustrated mammal depicting the CONTRACTOR must obtain a written permit from the LANDLORD'S REPRESENTATIVE prior L.ANDLORUS "oleo's and dont's" for TENANT construction. to any "hor work (e.g. vwekfing, soldering, torch -work, etc.) it shall be the duty and D) Posted pemrilts, responsibility of the CONTRACTOR performing any cutting or weldwg to cony with the safety provisions of the National Fire Protection Association's National Fire Codes pertaining to such work and the CONTRACTOR shall be responsible for all damages resulting from 2) CONCRETE failure to so fly- Use of fuel operated engines Inside the Man will not be permitted. Concrete must be saw -cut or core -dried (no Jack- hammering or tuentcing of concrete to permitted). Prion- approval must be obtained from LANDLORD prior b penetrating any structural 11) BELOW GRADE CONSTRUCTION or structurally reinforced concrete, Prior to beginning any below grate construction work, the CONTRACTOR must meet with ire LANDLORD to review the locations of any underground uv services that may be kited to 3) PROTECTION OF PROPERTY the premises. Any Below Grate construction must be Inspected by LANDLORD prior to The CONTRACTOR shaft be responsible for protecting tum LANDLORIYS and my other party's backfilling. property from damage. 12) INTERRUPTION OF UTILITIES 4) FIRE EXTINGUISHERS - The CONTRACTOR must receive the LANDLORD approval at least tt (3) days prior to any mo dlication of unity services that may temporarily interrupt such service to other tenants or the The CONTRACTOR shall wide adequate fire extinguishers within the premises, tagged for shopper centes. date of Inspection, while under construction, 13) TRASH REMOVAL AND DUMPSTER 5) SITE ACCESS AND PARKING - All trash will be confirmed to the premises and narrowed at to erg of each day by the The CONTRACTOR shaft be responsible to ensure that all employees working in CONTRACTOR. Any trash found In the service corridors, adjacent tenant units, ardor other the premises use Bre designated paarking areas. There will be no c stnoctlon trailers allowed public areas will be removed by the LANDLORD and the cost for sante charged to the on the property. Parking will not be permitted In any of the driveways, fire lanes, and truck CONTRACTOR, pias a $150 violation foe per oc cuumence. docks except for temporary loading and unloading, as approved by die LANDLORD. The location of the dumpsters will be determined by the LANDLORD.. 6) DELIVERY OF MATERIALS _ LANDLORD'S ccmpantors are root to be use by CONTRACTOR. The TENANT'S deliveryeddress is: Tenant's: Name (M) 14) SPRINKLER DRAIN -DOWN XXXXX CLAY TERRACE BOULEVARD Suite XXX Tenant's CONTRACTOR shall contact Landlord's Field Tenant Coordinator for sprinider Carmel; itdiarna 46032 drain -downs. NOTE. See Tenant Information Package for specific 8u ilding Address. 15) ROOF AND BUILDING MODIFICATIONS The CONTRACTOR shall be responsible to coordinate all mats deliveries to the premises, Roczfing penetrations require advance approval by the Landlord. All work Including statural whether for construction, fixturing or merchandising. in accordance to LANDLOR[7S traft supports, curbing and flashing shall be Installed In accordance with Landlord's Sid Prcjeci corgi plan. All deliveries shall be made through the rear door of the prem Ices either via the Detaifs. All roof work Including cutting of the roof shall be parkirmed by the LANDLORD'S adjacent service corridor or truck dock area. Contact the LANDLORD prior to the delivery of roofing contractor under tract to CONTRACTOR ars! at CONTRACTOR'S expense. materials and equipment which are tote large to enter through the rear door of the Premises. Why there Is no rear door to access space, all deliveries, trash removal, etc., must be 16) ROOF PROTECTION BOARDS coordinated as directed by the LANDLORD, Roof protection boards stroll be Installed around any roof top HVAC equipment by the 7) WORK AREA AND STORAGE LANDLORD'S roofing contractor under contract to the CONTRACTOR at CONTRACTOR'S - expense. The CONTRACTOR'S work area will be restricted to the TENANT'S leased premises. Service and fire corridors and truck docks shall to kept clear of all mals, equipment, debrris andtrash at all tinges. 17) FiNAL ELECTRICAL CONNECTION Tenant moist utftizae Larndlord's electrical contractor, at Tenants expense, for final electrical tie4n 8) SECURITY AND AFTER HOURS WORK to Loa's swit0gearr. A) City of Carmel work hours are as fcoliows: Monday - Friday 6:00 am -10.00 pm, Saturday 7*00 am - 6:00 prn and Sunday 8:00 am - &00 pm. B) The CONTRACTOR must receive the prior permission of the L44DLORD for work between the Fours of 6:00 pm and 10:00 pro Monday through Fl*, and can weekends daring the hours need above. FIRE PROTECTION CONTRACTOR - REQUIRED ROOF CONTRACTOR -- Any and all roof work must be completed by the LANDLORD'S appirmed rooflrxJ contractor(s).Simon Property Group requires Tenants to use SlmplecGrinreR for all of Tenants Contact the following for pricing and scheduling: Sprinkler work, At the time of bidding, each term or tenant general contractor should cad SimttptexGrinnell's National Accounts Representative to obtain direcum C. E. Reeve and Sons for pricing and scheduling @ 800-299 4377 (Option #1, eA 84th). 2228 Yandes Street, Indanapoft IN 46205 Telephone: 317-925.8941 ELECTRICAL CONTRACTOR PREQUALiFIED CONTRACTORS Contact Landlord's Tenant Coordinator for a list of prequardied contractors and material 0 BARTH ELECTRIC suppliers Including, but not limited to: sprinkler, waterproofing, electrical, pkarnbi ng, and drywra#. 1934 N. Illinois, Indianapolis, iN 46202 Telephone: 317-924-6226 OPENIN OPENING REQUIREMENTS - 1) PUNCH LIST Upon completion of construction and a minimum of two (2) days PRIOR to opening, the CONTRACTOR shall request that the LANDLORD conduct a final observation end compile a Punch list. The premises will be allowed to open for business only after the items have satisfactorily completed. TENANTS construction deposit may be used by LANDLORD to correct said items if they still remain uncorrected 30 days bier ramming. 2) STOCKING Prior to turnover, fixtsing, stocking and training, Tenants generai contractor must oblain a certificate of occupancy from the rappmprlate Jurisdictional authority. 3) DOCUMENTS The following Certificates/ Documents shall be submitted! to LANDLORD prim to stocking and/or opening. A) Certificate of Occupancy 8) Business License C) Certified Tenant Air Bad Repot D) Health Permit (d affable) E) hunch List POST -OPENING The CONTRACTOR will be required to submit the fo wing Items to LANDLORM REPRESENTATIVE within 30 days of store Ww*tg (forms are available from the LANDLORD). A) An original notartzed "GENERAL CONTRACTOR'S Aflydavit and Final Wnlver of Lleyn" 0) The original signed and !notarized 'Subconttadoes AffidaA and WaWr of Lion" for each CONTRACTOR with oontracts over $2,5oo.00. 111,111 1 ......... 11'' 01OMUT1111 MA I 11 41 CONTACT INFO For questions regarding site access, storefront & architectural criteria, engineering design, delivery dates construction rules & regulabons, the scope of Landlord's and Tenant's Work and store opening requirements, please contact your Tenant Coordinator or call 317-636-1600 for assistance. ARCHITEC OF RECORD: WILLIAM P. WHITE 438 E. HIL ON BRIDGE RD. 501TE 100 WORTHIN6T N, OH 43085 PHONE: (61 1) 436-0100 FAX: (61 ,4) 436-6023 ENGINEER OF RECORD: DAVID H. MULLEN 438 E. NIL50N 13RID6E RD. SUITE 100 WORTHIN6T N, OH 43085 PHONE: (61 436-0100 FAX: (61 436-6023 UJ U �0 04 M �mCOZ W# r< U�Z I- w 0. M COJ •W J cc Q U L 01 ISSUED: 5-11-04 REVISED: 1-12-04 LANDLORD GOMMENT5 *INDICATES N REVISION THIS SHEET ARCH. PROJ. . LID5-004 PLOT DATE: 1-12-04 DRAWN BY: T.L.G. CHECKED BY: STAFF PF E -CON REQU REMENTS AOs J WI2x2b (HIGH) F===l " I I I � C I-I/2"G T IBC�7j 68'-4 I/2" 36'-0 1/2" 30'-10" 1 .I'-b"I , LEASE LINE AT CENTER LINE OF TENANT DEMISING WALL, TYP. STEP IN 5LAB I O � 15K 2cib/155 z -� N � — -- -- -- -- -- 5ERVIGE5 SHOWN REPRE5ENT WHAT 15 AVAILABLE FOR TENANT U5E, 51ZE AND LOGATION5 ARE TO BE VERIFIED IN FIELD. ROOF FRAMING NOTES: I. J015T BEARING ELEVATION (J/B) = 118'-O" U.N.O. 2. TOP OF 5TEEL ELEVATION (LON = I0Q'-8" U.N.O. TYPICAL FLOOR CONSTRUCTION: 4" THICK GONCRETE 5LA5 ON GRADE REINF. W/bx6-W1.4xHI.4 W.W.F. ON b MIL VAPOR BARRIER OVER 4" OF COMPACTED #53 STONE. O N O in 67 — I HOUR PARTITION: B H U.L. DE516N # U465, AO2 b" METAL STUDS (BY LANDLORD), WSxlO 5/a" 6AB. (BY TENANT). N12x4O (HIGH) L I D5 RETAIL TENANT 5PAGE #E312 7aa 5F �I QI I HOUR PARTITION: UL. DE516N # U465, b" METAL 5TUD5 (BY LANDLORD), 5/8" 6.WB. (BY TENANT). SITE CONDITIONS PLAN 5GALE. 1/4" = 1'-0" A STOREFRONT ELEVATION AO.2 5C�: 1/4"= 1'-0" A LEA5E LINE: EXTENT OF PERMITTED STOREFRONT DE516N NO. U465 NONBEARIN6 NALL RATIN6 - I HR. 24 - I LEA5E LINE AT OUTSIDE FACE OF EXTERIOR WALL 1. FLOOR AND GEILIN6 RUNNER5 - MOT SHOWN) - CHANNEL 5HAPED RUNNERS, 3 5/8 IN. WIDE (MIN), 1 1/4 IN. LEC -6, FORMED FROM MIN. NO. 25 M56 (MIN. NO. 20 M56 WHEN ITEM 4G 15 U5ED) 6ALV. STEEL, ATTACHED TO FLOOR AND GEILIN6 WITH FA5TENER5 5PAGED 24 IN. O.G. MAX. 2. 5TEEL 5TUD5 - CHANNEL 5HAPED, 3 5/8 IN. WIDE (MIN), 1 1/4 IN. LE65, 3/8 IN. FOLDED BACK RETURNS, FORMED FROM MIN. NO. 25 M56 (MIN. NO. 20 M56 WHEN ITEM 4G 15 U5ED) 6ALV. 5TEEL 5PAGED 24 IN. O.G. MAX. 3. BATT5 AND BLANKETS* - (OPTIONAL) - MINERAL WOOL OR 6LA55 FIBER 5ATT5 PARTIALLY OR COMPLETELY FILLING STUD CAVITY. 5EE BATT5 AND BLANKET5 (BZJZ) GATEGORY FOR NAME -5 OF GLA551FIED GOMPANIE5. 4. WALLBOARD, GYPSUM* - 5/8 IN. THICK, 4 FT. WIDE, ATTACHED TO STEEL STUDS AND FLOOR AND GEILIN6 TRACK WITH I IN. LONG, TYPE 5 5TEEL 5GREW5 5PAGED 8 IN. O.G. ALONG ED6E5 OF BOARD AND 12 IN. O.G. IN THE FIELD OF THE BOARD. JOINT5 ORIENTED VERTIGALLY AND STAGGERED ON OPP051TE 51DE5 OF THE A55EMBLY. WHEN ATTACHED TO ITEM b (FURRIN6 GHANNELS), WALLBOARD 15 5GREW ATTACHED TO FURRING GHANNEL5 WITH I IN. LONG, TYPE 5 5TEEL 5GREW5 5PAGED 12 IN. O.G. AMERICAN 6YP5UM GO. - TYPE A6 - G. CANADIAN 6YP5UM COMPANY - TYPE5 AR, G, IP -X2, 5GX, 5HX, WRG OR WRX. CONTINENTAL 6YP5UM GOMPANY - TYPE5 G6 -G, 065-5, G611 -Q, G6TG-G. 6-P 6YP5UM CORP. - TYPE5 5, Q, G, 6PF56. JAME5 HARDLE GYPSUM ING. - TYPE E36 - G. LAFARGE GYPSUM, A DIV. OF LAFARGE CORP. - TYPE5 L6FG6, L6FG-G. NATIONAL 6YP5UM GO., CHARLOTTE, N.G. - TYPE5 F5K-6, F5W-6. NATIONAL 6YP5UM GO., RIYADH, 5AUDI ARABIA - TYPE FR OR WR. PABGO 6YP5UM CO. - TYPE P6 - G. REPUBLIC 6YP5UM GO. - TYPE R6 - G. 5TANDARD GYPSUM CORP. - TYPE 56 - G. TEMPLE - INLAND FORE -5T PRODUGT5 CORP. - TYPE T6 - G. UNITED 5TATE5 6YP51JM CO. - TYPE AR, G, IP -X2, 5GX, 5HX, WRG OR WRX. YE50 PANAMERIGANO 5A DE GV - TYPE AR, G, IP -X2, 56X, 5HX, WG OR WRX. WE5TROG ING. - TYPE WE5TROC FIREBOARD. B U.L. U-465 DETAIL A0.2 SCALE: No 5GALE i' • 4A. WALLBOARD, 6YP5UM* - (A5 AN ALTERNATE TO ITEM 4) - NOM 3/4 IN. THICK, 4 FT. WIDE, IN5TALLED A5 DE5GRIBED IN ITEM 4 WITH 5GREW LENGTH INGREA5ED TO 1 1/4 IN. GANADIAN GYPSUM COMPANY - TYPE AR. UNITED 5TATE5 6YP5UM CO. - TYPE AR. YE50 PANAMERIGANO 5A DE GV - TYPE AR. 4B. WALLBOARD 6YP5UM* - (A5 AN ALTERNATE TO ITEMS 4 AND 4A) - 5/8 IN. THICK INSTALLED A5 DE5GRIBED IN ITEM 4. JOINT GOVERI% (ITEM 5) NOT REG2UIRED. CANADIAN GYP5UM COMPANY - TYPE W5X. UNITED 5TATE5 6YP5UM GO. - TYPE W5X. YE50 PANAMERIGANO 5A DE GV - TYPE W5X. 4G. WALLBOARD, 6YP5UM* - (A5 AN ALTERNATE TO ITEM 4, 4A AND AB) - 5/8 IN. THICK 6YP5UM PANEL5, IN5TALLED A5 DE5GRIBED IN ITEM 4 WITH TYPE 5-12 STEEL 5GREW5. THE LENGTH AND 5PAGIN6 OF THE 5GREW5 A5 5PEGIFIED UNDER ITEM 4. CANADIAN GYP5UM COMPANY - TYPE FRX. UNITED 5TATE5 6YP5UM CO. - TYPE FRX. 5. JOINT TAPE AND COMPOUND - VINYL, DRY OR PREMIXED JOINT COMPOUND, APPLIED IN TWO GOATS TO JOINTS AND 5GREW HEAD5; PAPER TAPE, 2 IN. WIDE, EMBEDDED IN FIRST LAYER OF COMPOUND OVER ALL JOINTS, A5 AN ALTERNATE, NOMINAL 3/32 IN. THICK 6YP5UM VENEER PLASTER MAY BE APPLIED TO THE ENTIRE 5URFAGE OF GLA551FIED VENEER BA5EBOARD. JOINTS REINFORCED. 6. FURRING CHANNEL - (OPTIONAL - NOT 5HOWN) - RE-51LIENT 25 M56 6ALV. STEEL FURRING GHANNEL5 5PAGED VERTICALLY MAX 24 IN. O.G., FLANGE PORTION ATTACHED TO EACH INTER5EGTIN6 5TUD WITH 1/2 IN. LONG TYPE 5-12 PANHEAD 5TEEL 5GREW5. NOT FOR U5E WITH TYPE FRX 6YP50M PANELS. * BEARING THE UL GLA551FIGATION MARKING. ARCHITE T OF RECORD: WILLIAM R WHITE 438 E. Y41 1 -50N BRIDGE RD. SUITE 100 WORTHIN TON, OH 43085 PHONE: (14) 436-0100 FAX: (14) 436-6023 ENGINEER OF RECORD: DAVID W. MULI EN 438 E. HIL.5ON BRIDGE RD. SUITE 100 WORTHING rON, OH 43085 PHONE: (6 4) 436-0100 FAX: (6 4) 436-6023 M H 0 co T m mcoZ � Q LLJ c Z Q T [L M >. cl) LLI2 . Q J 0 c) O Cl[ ISSUED, 5-11-04 REVISED: 1-12-04 LANDLORD COMMENTS SIE INDICATES NO REVISION THIS SHEET ARCH. PROJ. N0. LIDS -004 PLOT DATE: 7-12-04 DRAWN BY: REH CHECKED BY 5TAFF EXISTING CONDITIONS AOm2 FIXTURE SCHEDULE DOOR SCHEDULE KEY DE5GRIPTION MANUFAMRER QTY. REMARK5 Lu W FI GA5HWRAP ONE SOURCE RETAIL I H.G. AGGE551BLE ROLLING GRILLE A FACTORY FACTORY ANODIZED ALUMINUM TYPE I BRIDGE RD. TUBELITE 14000 5ERIE-5 DOOR SYSTEM ONEW (2) 3'-0" 8 '-011H N, OH 43085 Ju A� Lu X6 3 5/6" 20 6A. METAL STUD FRAMING ® 16" O.G. WITH 5/8" 6.WB. EMBROIDERY STATION ONE SOURCE RETAIL I 5'-0" LONG UNIT X 6'-8"H B E/AI.O E/AI.O PT -2 TYPE 2 c PAINT FRAME PT -2 O3'-0" X 6-8"H G E/AI.O E/AI.O F4 FEATURE FIXTURE ONE SOURCE RETAIL 2 RECEIVE METAL, 5LATWALLL, ETC... HARDWARE TYPE. F6 DIVIDER ONE SOURCE RETAIL 14 TYPE 3 CONSTRUCTION PLAN WALL SCHEDULE DOOR SCHEDULE EXISTING (ONE N HOUR FIRE RATED BY 6.Gj/ NON-BEARING NO. DOOR SIZE TYPE HEAD JAMB DOOR FINISH HARDWARE SLAB TIGHT TO UNDERSIDE OF DEGK ABOVE ON TENANT SIDE RAS O ROLLING GRILLE A FACTORY FACTORY ANODIZED ALUMINUM TYPE I BRIDGE RD. TUBELITE 14000 5ERIE-5 DOOR SYSTEM ONEW (2) 3'-0" 8 '-011H N, OH 43085 Ju A� 4) 436-0100 3 5/6" 20 6A. METAL STUD FRAMING ® 16" O.G. WITH 5/8" 6.WB. 4) 436-6023 ON ONE OR BOTH SIDES, A5 REQUIRED. EXTEND 6A.B. TO 6" O31-0" X 6'-8"H B E/AI.O E/AI.O PT -2 TYPE 2 c PAINT FRAME PT -2 O3'-0" X 6-8"H G E/AI.O E/AI.O FT -2 TYPE 3 NOTE" SEE DETAILS 8 ELEVATIONS FOR 6AB. PARTITIONS TO PAINT FRAME PT -2 RECEIVE METAL, 5LATWALLL, ETC... HARDWARE TYPE. TYPE I v� TYPE 2 TYPE 3 TUBELITE 14000 5ERIE5, ANODIZED ALUMINUM BUTT: 1 1/2 PAIR STANLEY FBBIgl BUTT: 1 1/2 PAIR STANLEY FBBIg1 EXTERIOR STOREFRONT 5Y5TEM. 4 1/2" X 4 1/2' X U526D 4 I/2" X 4 I/2' X U526D SEE SPECIFICATIONS LATGHSET: MEDEGO EMBASSY LEVER LOGK5ET LATGHSE'": MEDEGO EMBASSY LEVER LOGKSET PA55A6E LATCH FUNCTION 2 FIN15H PRIVACY LATCH FUNCTION (TYP ALL LOGATION5) REGE-55ED INTO 5LATWALLCl 5-11-04 BRIGHT CHROME 625 BRIGHT CHROME 625 5LATWALL PANEL W/ PL -1 FIN15H INSTALLED BY GL05ER: DORMA 7600 SERIE5 FIN15H ALUM. CLOSER: DORMA 7600 SERIES FIN15H ALUM. 6.G. m REVISION THIS SHEET ® PUSH SIDE, U526D ® PUSH SIDE, U5260, 5ALE5 7-12-04 FLOOR STOP: IVES #438 U526D FLOOR STOP: IVES #438 U526D I" X 2" WOOD FINISHED PT -2 STAFF 51 LENGER5: 3 - I VE5 #20 SILENCERS: 3 - IVES #20 (TYP ALL LOGATION5) REGE55M INTO 5LATWALL RE PLANS KICKPLATE: ROGKWOOD 10" x 34" U5260 CONSTRUCTION PLAN WALL SCHEDULE Oi EXISTING (ONE N HOUR FIRE RATED BY 6.Gj/ NON-BEARING WHITE TENANT DEMISING PARTITION: BRIDGE RD. METAL STUDS FROM FLOOR SLAB TO UNDERSIDE OF DECK ABOVE BY LANDLORD W/ 5/8" FIRE RATED G.W.B. FROM FLOOR ON, OH 43085 SLAB TIGHT TO UNDERSIDE OF DEGK ABOVE ON TENANT SIDE 4) 436-0100 ONLY BY G.G. ONE HOUR RATING PER U.L. DE516N #U-465; FIRE 4) 436-6023 STOP AS REQ'D. WHERE 6.WB. MEETS UNDERSIDE OF DECK. OF RECORD: FIRE STOP ALL PENETRATIONS IN ACCORDANCE WITH THE MULLEN APPROPRIATE UL. DE516N. PREP SURFACE SMOOTH AS BRIDGE RD. REQUIRED TO RECEIVE NEW FIN15HE5. ONEW NON -RATED NON-BEARING INTERIOR PARTITION BY TENANTS N, OH 43085 Ju A� 4) 436-0100 3 5/6" 20 6A. METAL STUD FRAMING ® 16" O.G. WITH 5/8" 6.WB. 4) 436-6023 ON ONE OR BOTH SIDES, A5 REQUIRED. EXTEND 6A.B. TO 6" ABOVE GEILIN6 OR TO DECK ABOVE AT AREAS WITH NO 07 GEILIN6. O NEW NONRATED NON-BEARING INSULATED INTMOR PARMON BY TENANTS 6L s c 3 5/8" OR 6" 20 6A. METAL 5TUD FRAMING A 16" O.G. WITH 5/8" mcoZ G.W.B. ON ONE OR BOTH SIDES, 8 3 1/2" BATT INSULATION A5 #rQ REQUIRED. EXTEND 6.WB. TO 6" ABOVE CEILING OR TO DECK ABOVE AT AREAS WITH NO GEILIN6. U°6Z NOTE" SEE DETAILS 8 ELEVATIONS FOR 6AB. PARTITIONS TO RECEIVE METAL, 5LATWALLL, ETC... O m 5ALE5 FG -2 f sk CONSTRUCTION PLAN - CODED NOTES lO LEASE LINE O2 STOREFRONT GLAZING SYSTEM. SEE DETAILS. OOMITTED OADA COMPLIANT HANDICAP RE5TROOM 516N, SUPPLIED AND INSTALLED BY O.G. 4 ® b0" A.F.F. O5 DASHED LINE INDICATES CEILING TRANSITION. OHANDICAP AC-GE551BLE GA54^RAP IN COMPLIANCE w/ ADA. REQUIREMENTS OEXISTING INTERIOR COLUMN. OHANDICAP GRAB BARS / RE5TROOM AGGE55ORIE5 - MIRROR, PAPER TOWEL 015PB45ER AND TOILET PAPER HOLDER BY G.G. O5'-0" CLEAR TURNING AREA 10 TELEPHONE PANEL - (REFER TO ELECTRICAL DRAWINGS) IIEl -EG�IGAL PANEL - (REFER TO ELEGTRIGAL DRAWIN65) MAINTAIN 36" GLEAR IN FRONT OF PANEL PER CODE. 12 LINE OF FLOOR FIN15H GHANGE. 13 LINE OF CANOPIES ABOVE. 3/4" 5/8" ('A� WALL SECTION A1.0 ) SCALE: 1/2" = 1'-0" b WALL SECTION A1.0 % SCALE: 1/2" = I' -o" EXISTING 5TRUGTURE ABOVE. 22'-4 1/4" r - <t 7 1/4': 36'-0 1/2" 30'-8 5/8" 4 7/8" I 51-011 13/811 4'-7" 4'-7" 7 4'-" 4'-7" 4'-7' �014'-7" 41_1" 78 FACINGS 78 FAGIN65 78 FAGIN 78 FAGIN65 78 FAGIN65 78 FAGIN65 I 78 FAGIN65 A3.1 Ll m _ B 7 A O HOLD AID � � I �--i 2 I A D 2 O A4.0 I I El A � � 11'-4 1/2" I I B B A4.0 D G I I A3.c (E OF DOOR/GA5HWRAP B 3 AI.O A3.1 I I 12 I _ 5A�L -5 — — 13 FG -I 4 AAID - -- 2—� 8 / AI v 3 I 2 I VA - +�.G.GGE55IBLE4'-74'-7If v4'-7 4' 4'-7le v4'-74'-7�114'-7l - 11 11 RE5TROOM 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 A 1-61/2" 26 FAGIN65 A3.1 7'-4" 4 7/8" FIELD DET. 51-0" r 7r CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" PROJECT DATA STOCK 50. FT. = 54 V FT - 52 LA . 5Q. - H SALES 50. FT. = bq3 EMBROIDERY MACHINE I TOTAL 50. FT. = 7aq TOTAL FAGIN6 COUNT = 1,364 TABLE E5HELV5 - SEE ELEVATIONS 1 F31 H.G. AGGE551BLE GASFfWRAP 3'X5' K -OFF MAT FI I ----� 5TOGK P' F4 -- ----------- ; JK N�Y � H. 44" GI FAR PATH—�� LV. F6 �` 5ALE5 I - - - - I � I I I I TYPICAL GA5EY4ORK DIVIDER 48 ' O.G.DIAGONAL STAGGERED PANEL -SEE SECTIONS BRACING AS REQUIRED FIXTURE PLAN SCALE: 1/4" = 1'-0" D OMITTED_ A 1.0 SCALE: AS NOTED PAINT WALL ABOVE DA5HWALL PANELS - FINISH PT -4 I" X 4' WOOD FINISHED PT -2 (TYP ALL LOCATIONS) RECESSED INTO 5LATWALL 5LATWALL PANEL W/ PL -I FINISH INSTALLED BY G.G. IN X 2' WOOD FINISHED PT -2 (TYP ALL LOGATION5) RECE55EP INTO 5LATWALL FASTEN TO 5TUD5 OR PROVIDE SOLID MTL. STUD BLOCKING BETWEEN STUDS AT ALL PANEL FA5TENIN6 POINTS 5TOGK ROOM 5LATWALL PANE.. W/ PL -3 FIN15H INSTALLED BY 6.G. VINYL TILE VINYL TILE MERGER TRANSITION STRIP #735 COLOR 208 SEALED CONCRETE VINYL TILE TO CONCRETE CONCRETE SLAB D w 3'-0.. 6'-8" A.F.F. BRAILLE 516NA6E AS REQUIRED ADJACENT TO THE LATCH b 10" KICK PLATE STOREFRONT ENTRY. NEW 50LID WOOD GORE DOOR SEE SPECIFICATIONS 5ALE5/5TOGK ROOM AREA W/ HOLLOW METAL FRAME. ENTRANCE DOOR SEE DOOR TYPE ELEVATIONS DOOR SCHEDULE SCALE: 1/4" = 1'-0" — TUBELITE E-2056 THRESHOLD BY 6.0. 5/8" FIRE RATED GYP. HOLLOW METALI? R BD. EACH 51DE OF 3 5/8" EXISTING CONCRETE TO AND FRAME - `-EE METAL STUD FRAMING REMAIN 'DOOR SCHEDULE' AT 16" O.G. (TYPJ SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED 3 5/8" METAL STUDS 3'-0" AP Ilk DOORWAYS LEAD I N6 TO SANITARY FACILITIES SHALL BE IDENTIFIED, AS FOLLOWS: A 1/4" THICK X 12" DIAMETER GIRCLE WITH A TRIAN61 F 54JPERIUMP05FD ON THE CIRCLE 4 WITHIN THE 12" DIAMETER. ALL 516NA6E BY G.G. NEW HOLLOW WOOD GORE DOOR AT TOILET ROOM IN/ HOLLOW MTL. FRAME v ate. a a CA5ENORK 3/4"xb" WD. BASE W/ LAMINATE PL -2 a FINISH n a s d a GA5B^IORK 3/4'x2" NO. BASE W/ LAMINATE n CONCRETE SLAB , PL -2 FINISH INSTALLED AFTER FIN. FLOORING ENTRANCE THRESHOLD DETAIL FLOOR TRANSITION DETAILS A1.0 % 50ALE: FULL SCALE FRAME FASTENER 2 X F.R.T. WOOD A5 NEEDEDBLOCKING NOTE: IMPORTANT NOTE: G.G. TO PROVIDE FRAME MUST BE SET TO FIT 5 -LABEL DOORS $ TIGHT TO TOP OF FINISHED FRAMES AS READ. FLOOR - ALLOW NO OPEN 6AP5 DOOR JAMB DETAIL 311 = 11-0.. ARCHITECT OF RECORD: EXI5TI% 5TRUGTURE ABOVE. WHITE 436 E. V41L50N BRIDGE RD. NOTE: - WORTHING ON, OH 43085 PHONE: (61 4) 436-0100 G.G. TO VERIFY ALL BLOGKING V 4) 436-6023 ENGINEER OF RECORD: LOCATION5/REQUIREMENT5 A w MULLEN 438 E. V4IL5ON BRIDGE RD. WITH FIXTURE SUPPLIER 1z WORTHING N, OH 43085 Ju A� 4) 436-0100 FAX: (61 4) 436-6023 NOTE:_ U 07 co O ALL 5LATWALL TO HAVE 9 c mcoZ ALUMINUM INSERTSii #rQ z U°6Z FL w CL CO cf) • W v� Q DEMISING PARTITION Q PAINT WALL ABOVE DA5HWALL PANELS - FIN15H PT -4 IN X 4" WOOD FINISHED PT -2 ISSUED: (TYP ALL LOGATION5) REGE-55ED INTO 5LATWALLCl 5-11-04 REVISED: 5LATWALL PANEL W/ PL -1 FIN15H INSTALLED BY LAND ORD COMMENTS 6.G. m REVISION THIS SHEET ARCH. PROJ. 0. L105-004 5ALE5 7-12-04 DRAWN BY: T.L.G. I" X 2" WOOD FINISHED PT -2 STAFF CONST RUCTION & (TYP ALL LOGATION5) REGE55M INTO 5LATWALL RE PLANS A,1m0 FASTEN TO STUDS OR PROVIDE SOLID MTL. STUD BLOCKING BETWEEN STUDS AT ALL PANEL FA5TENI16 POINTS (IYPJ 6.G. TO INSTALL HANGING CLIP W/ LATCH INTO PREDRILLED HOLE ON DIVIDER PANEL - IN5TALL LOGKING CLIP AFTER HANGING UNIT ADJACENT TENANT e e�roro . I 5LATWALL PANEL W/ PL -3 FIN15H INSTALLED BY d GASEWORK DIVIDER PANEL W/ PL -2 FIN15H ON 5LATWALL CLIPS ALL PROVIDED BY FIXTURE MANUF. AND INSTALLED BY G.G. DIVIDER PANEL 5LATWALL HANGER CLIP BY FIXTURE MANUF. GA5EWORK 3/4"xb" WD. BASE W/ LAMINATE PL -2 FIN15H CASEWORK 3/4"x2" M. BASE W/ LAMINATE �— PL -2 FIN15H INSTALLED AFTER FIN. FLOORING 3/4" 5/8" ('A� WALL SECTION A1.0 ) SCALE: 1/2" = 1'-0" b WALL SECTION A1.0 % SCALE: 1/2" = I' -o" EXISTING 5TRUGTURE ABOVE. 22'-4 1/4" r - <t 7 1/4': 36'-0 1/2" 30'-8 5/8" 4 7/8" I 51-011 13/811 4'-7" 4'-7" 7 4'-" 4'-7" 4'-7' �014'-7" 41_1" 78 FACINGS 78 FAGIN65 78 FAGIN 78 FAGIN65 78 FAGIN65 78 FAGIN65 I 78 FAGIN65 A3.1 Ll m _ B 7 A O HOLD AID � � I �--i 2 I A D 2 O A4.0 I I El A � � 11'-4 1/2" I I B B A4.0 D G I I A3.c (E OF DOOR/GA5HWRAP B 3 AI.O A3.1 I I 12 I _ 5A�L -5 — — 13 FG -I 4 AAID - -- 2—� 8 / AI v 3 I 2 I VA - +�.G.GGE55IBLE4'-74'-7If v4'-7 4' 4'-7le v4'-74'-7�114'-7l - 11 11 RE5TROOM 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 78 FAGIN65 A 1-61/2" 26 FAGIN65 A3.1 7'-4" 4 7/8" FIELD DET. 51-0" r 7r CONSTRUCTION PLAN SCALE: 1/4" = 1'-0" PROJECT DATA STOCK 50. FT. = 54 V FT - 52 LA . 5Q. - H SALES 50. FT. = bq3 EMBROIDERY MACHINE I TOTAL 50. FT. = 7aq TOTAL FAGIN6 COUNT = 1,364 TABLE E5HELV5 - SEE ELEVATIONS 1 F31 H.G. AGGE551BLE GASFfWRAP 3'X5' K -OFF MAT FI I ----� 5TOGK P' F4 -- ----------- ; JK N�Y � H. 44" GI FAR PATH—�� LV. F6 �` 5ALE5 I - - - - I � I I I I TYPICAL GA5EY4ORK DIVIDER 48 ' O.G.DIAGONAL STAGGERED PANEL -SEE SECTIONS BRACING AS REQUIRED FIXTURE PLAN SCALE: 1/4" = 1'-0" D OMITTED_ A 1.0 SCALE: AS NOTED PAINT WALL ABOVE DA5HWALL PANELS - FINISH PT -4 I" X 4' WOOD FINISHED PT -2 (TYP ALL LOCATIONS) RECESSED INTO 5LATWALL 5LATWALL PANEL W/ PL -I FINISH INSTALLED BY G.G. IN X 2' WOOD FINISHED PT -2 (TYP ALL LOGATION5) RECE55EP INTO 5LATWALL FASTEN TO 5TUD5 OR PROVIDE SOLID MTL. STUD BLOCKING BETWEEN STUDS AT ALL PANEL FA5TENIN6 POINTS 5TOGK ROOM 5LATWALL PANE.. W/ PL -3 FIN15H INSTALLED BY 6.G. VINYL TILE VINYL TILE MERGER TRANSITION STRIP #735 COLOR 208 SEALED CONCRETE VINYL TILE TO CONCRETE CONCRETE SLAB D w 3'-0.. 6'-8" A.F.F. BRAILLE 516NA6E AS REQUIRED ADJACENT TO THE LATCH b 10" KICK PLATE STOREFRONT ENTRY. NEW 50LID WOOD GORE DOOR SEE SPECIFICATIONS 5ALE5/5TOGK ROOM AREA W/ HOLLOW METAL FRAME. ENTRANCE DOOR SEE DOOR TYPE ELEVATIONS DOOR SCHEDULE SCALE: 1/4" = 1'-0" — TUBELITE E-2056 THRESHOLD BY 6.0. 5/8" FIRE RATED GYP. HOLLOW METALI? R BD. EACH 51DE OF 3 5/8" EXISTING CONCRETE TO AND FRAME - `-EE METAL STUD FRAMING REMAIN 'DOOR SCHEDULE' AT 16" O.G. (TYPJ SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED 3 5/8" METAL STUDS 3'-0" AP Ilk DOORWAYS LEAD I N6 TO SANITARY FACILITIES SHALL BE IDENTIFIED, AS FOLLOWS: A 1/4" THICK X 12" DIAMETER GIRCLE WITH A TRIAN61 F 54JPERIUMP05FD ON THE CIRCLE 4 WITHIN THE 12" DIAMETER. ALL 516NA6E BY G.G. NEW HOLLOW WOOD GORE DOOR AT TOILET ROOM IN/ HOLLOW MTL. FRAME v ate. a a CA5ENORK 3/4"xb" WD. BASE W/ LAMINATE PL -2 a FINISH n a s d a GA5B^IORK 3/4'x2" NO. BASE W/ LAMINATE n CONCRETE SLAB , PL -2 FINISH INSTALLED AFTER FIN. FLOORING ENTRANCE THRESHOLD DETAIL FLOOR TRANSITION DETAILS A1.0 % 50ALE: FULL SCALE FRAME FASTENER 2 X F.R.T. WOOD A5 NEEDEDBLOCKING NOTE: IMPORTANT NOTE: G.G. TO PROVIDE FRAME MUST BE SET TO FIT 5 -LABEL DOORS $ TIGHT TO TOP OF FINISHED FRAMES AS READ. FLOOR - ALLOW NO OPEN 6AP5 DOOR JAMB DETAIL 311 = 11-0.. ARCHITECT OF RECORD: WILLIAM P WHITE 436 E. V41L50N BRIDGE RD. SUITE 100 WORTHING ON, OH 43085 3'-0.. 6'-8" A.F.F. BRAILLE 516NA6E AS REQUIRED ADJACENT TO THE LATCH b 10" KICK PLATE STOREFRONT ENTRY. NEW 50LID WOOD GORE DOOR SEE SPECIFICATIONS 5ALE5/5TOGK ROOM AREA W/ HOLLOW METAL FRAME. ENTRANCE DOOR SEE DOOR TYPE ELEVATIONS DOOR SCHEDULE SCALE: 1/4" = 1'-0" — TUBELITE E-2056 THRESHOLD BY 6.0. 5/8" FIRE RATED GYP. HOLLOW METALI? R BD. EACH 51DE OF 3 5/8" EXISTING CONCRETE TO AND FRAME - `-EE METAL STUD FRAMING REMAIN 'DOOR SCHEDULE' AT 16" O.G. (TYPJ SECURE DOOR FRAME AT FLOOR SLAB AND HEAD AS REQUIRED 3 5/8" METAL STUDS 3'-0" AP Ilk DOORWAYS LEAD I N6 TO SANITARY FACILITIES SHALL BE IDENTIFIED, AS FOLLOWS: A 1/4" THICK X 12" DIAMETER GIRCLE WITH A TRIAN61 F 54JPERIUMP05FD ON THE CIRCLE 4 WITHIN THE 12" DIAMETER. ALL 516NA6E BY G.G. NEW HOLLOW WOOD GORE DOOR AT TOILET ROOM IN/ HOLLOW MTL. FRAME v ate. a a CA5ENORK 3/4"xb" WD. BASE W/ LAMINATE PL -2 a FINISH n a s d a GA5B^IORK 3/4'x2" NO. BASE W/ LAMINATE n CONCRETE SLAB , PL -2 FINISH INSTALLED AFTER FIN. FLOORING ENTRANCE THRESHOLD DETAIL FLOOR TRANSITION DETAILS A1.0 % 50ALE: FULL SCALE FRAME FASTENER 2 X F.R.T. WOOD A5 NEEDEDBLOCKING NOTE: IMPORTANT NOTE: G.G. TO PROVIDE FRAME MUST BE SET TO FIT 5 -LABEL DOORS $ TIGHT TO TOP OF FINISHED FRAMES AS READ. FLOOR - ALLOW NO OPEN 6AP5 DOOR JAMB DETAIL 311 = 11-0.. ARCHITECT OF RECORD: WILLIAM P WHITE 436 E. V41L50N BRIDGE RD. SUITE 100 WORTHING ON, OH 43085 PHONE: (61 4) 436-0100 FAX: (61 4) 436-6023 ENGINEER OF RECORD: DAVID W. MULLEN 438 E. V4IL5ON BRIDGE RD. 501TE 100 WORTHING N, OH 43085 PHONE: (61 4) 436-0100 FAX: (61 4) 436-6023 U 07 co O c mcoZ LuLjj #rQ U°6Z w CL CO cf) • W Q Q V ISSUED: 5-11-04 REVISED: 1-12-04 LAND ORD COMMENTS SIE INDICATES REVISION THIS SHEET ARCH. PROJ. 0. L105-004 PLOT DATE: 7-12-04 DRAWN BY: T.L.G. CHECKED BY: STAFF CONST RUCTION & FIXTU RE PLANS A,1m0 3/4' F.R.T. PLYWO, I x 4 WOOD TRIM AROUND PERIMETI OF DECK (545) B (DOUBLE 5TRAPPE 6" x 18 GA STEEL 16' O.G. W/ HORIZ. AS PER MANUFAG REGOMMENDATIOI W/ STUDS BELOW 5/8" TYPE 'X' C7K 3 5/8" x 20 6A h FRAMING ® 16' O.G. A DECK DETAIL A2.0 5GALE: I/4' = 8'-0' A.F.F. OL 1/4" DIA. WROUGHT IRON 5HAPE5 (PAINT WHITE) 1/4" HANGING ROD THREADED. (PAINT WHITE] 12' 4 OPEN NO FIN. 4'-7" 1_ 4'-7" L 4'-7" 11 4'-7" 1 4'-7" • 5'-2" 1,21-311 H w 3/4" F.R.T. PLYWOOD DECK I \ (DOUBLE STRAPPED) 6" x IS 6A STEEL J015T A 16" O.G. W/ HORIZ. 5RID61N6 AS PER MANUFACTURER RECOMMENDATION. AL16N W/ 5TUD5 BELOW 5/8" TYPE 'X' 6WB 4 PT -4- - E) 8'-0" A.F.F. 3 ACT -2 REFLECTED CEILING PLAN SCALE: 1/4" = 1'-0" 6" 1/2" SUPPORT ARM REFLECTED CEILING PLAN - CODED NOTES D 1^R00C44T IRON O ry (PAINT WHITE) OI 5/8" 6JNB. SOFFIT g O BLUE (BAGKGROIIND) STOREFRONT 516NA6E - SEE SHEET A3.0 O NEW 2'X4' LAY-IN-GEILIN6 - 6.G. TO SUPPLY NEW GRID 8 TILES AT ELEVATION AS TYP. DOUBLE 51DED INDICATED BLADE 516N O4 OPEN TO DECK AREA. 6.G. TO GLEAN ALL AREAS THAT REQUIRE PAINTING. (oil 2-2 WHITE O PLACE FIXTURE IN CENTER OF GEILIN6 AREA. 28' SPRINKLER SYSTEM NOTE B BLADE SIGN DETAIL A2.0 5GALE: I"= 1'-0" SPRINKLER SYSTEM DESIGN AND LAYOUT MODIFICATION TO BE PROVIDED BY THE TENANT'S GENERAL GONTRAG7OR'5 SPRINKLER SUBCONTRACTOR (USE ONLY LANDLORD DE516NATED SPRINKLER SUBCONTRACTOR, IF REQUIRE=D BY LANDLORD) AND ALL 5U5MI5510N5 TO THE FIRE MARSHAL AND BUILDIN6 INSPECTOR FOR THE NECESSARY APPROVAL ARE THE REEPON5IBILITY OF THE SPRINKLER SUBCONTRACTOR SPRINKLER HEAD 5PAGIN6 TO CONFORM WITH THE LATEST N.F.P.A. 5TANDARD5 (PAMPHLET 13) AND ALL CODES HAVING JURISDICTION. SPRINKLER HEAD BRANCH LINES, DROPS AND HEADS ARE THE RESPONSIBILITY OF THE TENANT'S SPRINKLER 5UBGONTRAGTOR AND THE DE -516N MUST BE BASED ON TENANT'S FLOOR LAYOUT AND REFLECTED GEILIN6 PLANS. 6 lu 6 lu GENERAL NOTES ALL DUGTWORK, CONDUIT, PIPING, ETC. IN OPEN GEILIN6 AREA TO BE PAINTED PT -4 - ALL DUGTWORK TO BE INTERNALLY INSULATED WHERE EXPOSED. WA BLADE 516N CANOPY - SEE ELEVATION �rm mmid 6005E-NEGK LIGHT FIXTURES FOR 516NAGE ® EXTERIOR TYP BOTH SIDES, LIGHTING SCHEDULE OF RECORD: DE5GRIFTION MANUFACTURER 5PEGIFIGATION WATT VOLT OTY. REMARK5 KEY PHONE: (6 GERAMIG METAL HALIDE FAX: ((b 4) 436-(9023 ENGINEEO OF RECORD: DAVID W.LLEN SUPPLIED 4 INSTALLED O LOW BAY WITH SPECTRUM LIGHTING 5PPRX1208-IOOMH/HM 100 120 5 BY 6.G. (BTM. ® 12'-0" A.F.F) FAX: 66 ACRYCLIC LEN5E (TYP) co 0 TRACK LIGHT FIXTURE LAZER (HALO) LZR338P 75 120 7 SUPPLIED 4 INSTALLED BY G.G. �} #TQ Z 72' SUPPLIED +E INSTALLED acr) J HUNG LIGHT TRACK HALO 1-650 5E RIE5 BY 6.G. (BTM ®12'-O" A.F.F) U 0 SUPPLIED 4 INSTALLED ® LOW VOLTAGE PENDANT ALUMINA LF801 50 120 3 BY 6.G. (BTM ® a' -O" A.F.F.) COMMENTS FLUORESCENT WALL HALO L5240EPA-VR32405C 40 120 16 SUPPLIED 4 INSTALLED TL.G. NA5HER Y: STAFF R ELECTED CEILING BY G.G. PLAN 2m0 SPARI214/PA23/CP6 I 150 INC. 120 5 SUPPLIED INSTALLED —� GOOSENECK SIGN LIGHTS SPECTRUM LIGHTING OR TO BE OFF-WHITE BY 6.G. RECESSED CAN L I6HT5 HALO H-TT-478-Tb 75 120 7 SUPPLIED 4 INSTALLED BY 6.G. SUPPLIED 4 INSTALLED E FLUORESCENT STRIP METALUX 55-232-12OV-EB81 32 120 1 BY 6.G. XX XX I SUPPLIE=D 4 INSTALLED LIGHT/EJWAUST FAN TBD TBD BY G.G. LEAD CALCIUM BATTERY POYeRED, 8 120 3 SUPPLIED 8 INSTALLED �l EMERGENGY LIGHT 5URE-LITE5 MAINTENANCE FREE, GAT. #GG3WH BY G.G. LEAD CALCIUM BATTERY PONERED, SUPPLIED 4 INSTALLED EXIT LIGHT 5URE-LITE5 MAINTENANCE FREE, GAT. 8 120 I BY G.G. #LPX70RWH LIGHTING NOTES NIGHT LIGHTS TO BE INSTALLED ON SEPARATE GIRGUIT. ALL OVERHEAD LIGHTING W/ THE EXCEPTION OF THE TOILET ROOM SHALL BE 5WITGHED AT THE El EGTRIGAL PANEL. IF WALL MOUNTED IF REQUIRED BY CODE SMOKE/HEAT DETECTOR 5PAGIN6 SHALL 5WITGHE5 EX15T THE G.G. SHALL RELOCATE= A5 REQUIRED 50 AS COMPLY W/ THE REQ. OF NFPA 72-E. THE IN5TALLIN6 CONTRACTOR TO NOT CONFLICT WITH WALL FIXTURE LOGATION5 SHALL SUBMIT A GEILIN6 PLAN SHOWING THE LOCATION OF THE G.G. TO VERIFY PROPER WORKING ORDER OF EXISTING ITEMS TO BE REUSED DETECTORS TO THE FIRE MARSHAL FOR APPROVAL BEFORE STARTING 4 REPAIR/REPLAGE AS E REQUIRD. (IF REQUIRED) WORK. f5 SEE MEP SHEETS, ARCHITECT OF RECORD: WILLIAM F. WHITE 438 E. PqI1.5ON BRI06E RD. 5UITE 100 WRTHIN6rON, OH 43085 PHONE: (6 4) 436-0100 FAX: ((b 4) 436-(9023 ENGINEEO OF RECORD: DAVID W.LLEN 438 E. WI SON BRIDGE RD. SUITE 100 WORTHING ON, OH 43085 PHONE: (6,14) 436-0100 FAX: 66 4) 436-6023 co 0 'H v/ MT'_ W WZ #TQ Z Qr— acr) J W cf3W Q U 0 ISSUED: 5-11-04 REVISED: 1-12-04 1 LANDLORD COMMENTS SIE INDICATEJ NO REVISION THIS SHEET ARCK PR l NO. L105-004 PLOT DATO: 7-12-04 DRAWN B TL.G. CHECKED Y: STAFF R ELECTED CEILING PLAN 2m0 IL O CL o V - CV PT -4 W� 3 5A BRAS TO 5 REGI (4) #1 5GRE AI 11►1 rI'W311V "X4" :'AIN'T 5/8' X 20 16,10 C EX. MEt EX RIG EX A \STOREFRONT SECTION @GLASS A3.0 % 5GALE: I" = 1110" NOTE ALL DUCTWORK, CONDUIT, PIPING, ETC„ IN OPEN CEILING AREA TO BE PAINTED PT -4. ALL DUCTWORK TO BE INTERNALLY INSULATED WHERE EXPOSED. EX. u A l uu I—ILI, B � STOREFRONT SECTION C ENTRANCE A3.0 / 5CALE: I' = I'-0" /EAL �8 x PG -2 BY PER _- 4 - 5PEG5. TYP 18 E TYP BD G A3.1 (3) 5TRAPPED 3 5/8" / X 18ga. METAL STUDS -- - (2) 8" X 18 6A. 5TEEL J015T5 TYP. A3.0 f _ (3) STRAPPED 3 5/8" l X 189a. METAL 5TUD5 A A3.1 �c: STOREFRONT PLAN A3.0 % SGALE: 1 1/2" = I' -O" 5 H TO 5TRUGTURE ABOVE - NOT TO (TOP AND BOTTOM) 5GR,EN5 ® 12" O.G. FLOORW G -JOIST HEADER - 5EE PLAN AND 5EGTION5 ON THI5 DRAWING FOR SIZES JAMB ASSEMBLY (SEE PLAN DETAIL FOR 517E AND 5TRUGTURAL NP I/8V 5TUD ORIENTATION) 3 18 6A. TRACK 1/2' DIA. EXPAN510N BOLTS X 2 1/4" EMBEDMENT. (MIN. 2 PER BEARING STUD LOCATION, TYPJ ,/ � CONNECTION DETAIL A3.0 / 5GALE: NO 5GALE ARCHITECT EX. STEEL J015T5 WILLIAM P. VIHITE 3 5/8" x 20 GA. 438 E. PqIL50N BRACING ® 48" SUITE 100 TO 5TRUGTURE A WORTHINGTON, DECK) U- O 43b-0100 FAX: (614) 436-6023 D_ (4) #10 SELF TAf DAVID W. MIJ LEN 438 E. WIL5 5GREN5 (TYP) 5VITE 100 WORTHINGTON, OH 43085 ry 436-0100 J 436-6023 O RECESSED CAN V 5EE GEILIN6 PLS ER m O 121-0" ►NT (D I"X4" WOOD TRIP Z PAINTED_2 rQ 5/8" G.NB. OVB Oda X 209a. METAL r I6" 0/0. PAINT G •W PT -2 METAL PANEL G Q PG -2 V A \STOREFRONT SECTION @GLASS A3.0 % 5GALE: I" = 1110" NOTE ALL DUCTWORK, CONDUIT, PIPING, ETC„ IN OPEN CEILING AREA TO BE PAINTED PT -4. ALL DUCTWORK TO BE INTERNALLY INSULATED WHERE EXPOSED. EX. u A l uu I—ILI, B � STOREFRONT SECTION C ENTRANCE A3.0 / 5CALE: I' = I'-0" /EAL �8 x PG -2 BY PER _- 4 - 5PEG5. TYP 18 E TYP BD G A3.1 (3) 5TRAPPED 3 5/8" / X 18ga. METAL STUDS -- - (2) 8" X 18 6A. 5TEEL J015T5 TYP. A3.0 f _ (3) STRAPPED 3 5/8" l X 189a. METAL 5TUD5 A A3.1 �c: STOREFRONT PLAN A3.0 % SGALE: 1 1/2" = I' -O" 5 H TO 5TRUGTURE ABOVE - NOT TO (TOP AND BOTTOM) 5GR,EN5 ® 12" O.G. FLOORW G -JOIST HEADER - 5EE PLAN AND 5EGTION5 ON THI5 DRAWING FOR SIZES JAMB ASSEMBLY (SEE PLAN DETAIL FOR 517E AND 5TRUGTURAL NP I/8V 5TUD ORIENTATION) 3 18 6A. TRACK 1/2' DIA. EXPAN510N BOLTS X 2 1/4" EMBEDMENT. (MIN. 2 PER BEARING STUD LOCATION, TYPJ ,/ � CONNECTION DETAIL A3.0 / 5GALE: NO 5GALE ARCHITECT OF RECORD: WILLIAM P. VIHITE 438 E. PqIL50N BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: ((014) 43b-0100 FAX: (614) 436-6023 ENGINEER OF RECORD: DAVID W. MIJ LEN 438 E. WIL5 N BRIDGE RD. 5VITE 100 WORTHINGTON, OH 43085 PHONE: (614) 436-0100 FAX: (614) 436-6023 uj V co Q m O cr) CID (D Z � rQ Oda r >= co •W Q U V ISSUED: I 1-04 REVISED: �IEp7-12-0 LANDL RD GOMMENT5 SIE INDICATES NO REVISION THIS SHEET ARCH. PROJ. NO. L105-004 PLOT DATE: 7-12-04 DRAWN BY: T.L.G. CHECKED BY: 5TAFF STORE -FRONT DE AILS A s L 5/b" FIRE RATED G.W.B. BY GENTERLINE OF BOX HEADER G.G. ABOVE (3) 5TRAPPED 3 5/8' X Ibga. METAL 5TUD5 BY GL. WOOD BASE BELOW -SEE 136.5 EXISTING BA5E BUILDING COLUMN It P�\— t t - IN ■■■■■■■■V■■■■■■■M 2'-0' STOREFRONT PLAN DETAIL A3.1 J SCALE: I I/2" = I'-0" IN TEMP., INSUL. GLAZING BY G.G. TUBELITE GLAZING 5Y5TEM - 5EE 5PEG5. F.R.T. WOOD BLOGKING- CUT 12"x 12" GREY PORI TILE BASE TO 5 I/2' HI - INSTALL W/ GUT SIDE DOWN INTERIOR ELEVATIONS m m — r BD I' INSULATED STOREFRONT GLASS TUBELITE STORERONT SYSTEM -SEE SPEGs CLEAR CAULK BY GL. AS REQUIRED EXISTING 4" FADE BRICK WOOD BASE BELOW -SEE �I STOREFRONT SEXTIONS I" TEMP., INSUL. GLAZING BY PAINT ANY EXPOSED FINISHED EDGE OF 'J' BEAD PT -2 5/8" GB. ON MTL STUDS AT Ib"O.G. TAP�.ON TO GONG. 3/4"xb" WD. BASE W/ LAMINATE FINISH PL -2 3/4'x2" WD. BASE W/ LAMINATE FINISH PL -2 SET ON FIN. FLR. D � STOREFRONT BASE DETAIL A3.1 J SCALE: 11/2" = I'-0" BELITE STORERONT SYSTEM -SEE SPECS YBD -� a� m LEASE LINE TUBELITE STORERONT SYSTEM -SEE SPECS ENTRANCE DOOR - 5EE DDDR SCHEDULE O mX. B � STOREFRONT PLAN DETAIL A3.1 % SCALE: I I/2" = I'-0 ° 3•Sr - 5/5 " FIRE RATE PAINT PT -2 CENTERLINE OF BOX HEADER ABOVE WOOD BASE BELOW -SEE INTERIOR ELEVATIONS m r m I" INSULATED STOREFRONT 6 LA55 — TUBELITE STORERONT SYSTEM -SEE SPECS CLEAR CAULK BY G.G. A5 REQUIRED EXISTING 4" FACE BRICK 5/8" FIRE RATED G.WB. BY C7 L. (3) STRAPPED 3 5/8" X 189a. METAL 51UD5 TOM OF EXISTING MALL BULKHEAD ' X 3/4" BLACK "AL REVEAL BY G.G. I BATT INSULATION BYER O N 2 METAL PANEL 5/5 " SUBSTRATE PER MANUFACTURERS ,OM. URN METAL ®PANEL r REFRONT SYSTEM - SPEGS. ANT AWNING -SEE EXTERIOR ELEVATIONS ISOLATED 6 E STOREFRONT HEAD SECTION A3.1 / SCALE: I I/2" = I'-0 " LA55 STOREFRONT PLAN DETAIL SCALE: I I/2" = I' -O"611 1, 1"141-0 BOX HEADER - STOREFRONT 5 BY G.G. IMEN SASE BUILDING COLUMN TTOM OF EXISTING MALL BULKHEAD E' X 3/4" BLACK TAL REVEAL BY G.G. Q BATT INSULATION BY O N -2 METAL PANEL ER 5/5" SUBSTRATE PER MANUFAGTUREiZ5 UM. �I N -ILLUMINATED METAL NAGE BY SIGN NDOR J -2 METAL PANEL ER 5/5 " SUBSTRATE PER MANUFACTURERS QOM. STOREFRONT HEAD SECTION SCALE: I I/2" = I'-0 " 12'-0 " A.F.F. D40�T r� ARCHITECT F RECORD: WILLIAM P. ITE 438 E. WILSO BRIDGE RD. SUITE 100 WORTHINGTO OH 43085 PHONE: (614) 36-0100 FAX: (614) 36-6023 ENGINEER O RECORD: DAVID W. MUL EN 438 E. WILSO BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 36-uj cr) co r. 0100 FAX: (614)-436-6025 U �o � 4-11a co 0 cic czZ LLJ ra z r � J •W a ISSUED: 5-11-04 REVISED: L A */� 7-12-04 [� LANDLO COMMENTS SIE INDICATES NO REVISION THIS SHEET ARCH. PROD. N0. LI05-004 PLOT DATE: 7-12-04 DRAWN BY: T.L.G. CHECKED BY: STAFF STOREFRONT DETAILS ■ NEYV 5LATNALL N/ PL -I FIN15H NEW 5LATWALL W/ PL -3 FINISH A INTERIOR ELEVATION A4.0 SCALE: 1/4' = 1'-0" H.G. AGGE551BLE LAY. 36' GRAB BAR MOUNTED AT 36" A.F.F. m ( c � INTERIOR ELEVATION �-o SCALE: I/4' = I'-0° 30" x 48" MIN. CLEAR FLOOR SPACE AT LAV. 5'-0' TURNING IS �. F DIAMETER r P-3 I TYP. .... _�`�1' I I— WATER GL05ET 2 42" VB -I i 11 11 11 1 42" GRAB BAR MOUNTED AT 36' A.F.F. D LAVATORY PLAN & ELEVATIONS A4.0 SCALE: 1/4' = 1'-0' _OPEN TO DECK NALL5 TYP. g3L.E IE SHELVING A5E D E TYP. STOCK SHELVING LAYOUT A4.0 SCALE: 1/4' = 1'-0' BOTTOM OF MIRROR AT 40' A.F.F. (MAX) Q Z - HOT WATER AND DRAIN PIPES UNDER LAV. SHALL BE INSULATED TO PROTECT A6AIN5T CONTACT. THERE SHALL BE NO SHARP OR ABRA51 VE SURFACES UNDER LAV. SLAT WALL 3/4" X 3/4' ALUMINUM AN(- FINISH NCFINISH PG -3 #4 X 5/8" 55. OVAL HEAD SQUARE DRIVE TRIM SCREW 3/4' X 3/4' ALUM. ANGLE FINISH PG -3 #4 X 5/6' 5.5. OVAL HEAD SQUARE DRIVE TRIM 5G PEN TYP. I' x 2' WOOL TRIM Pr -2 SLAT WALL NEW 5LATWALL H/ PL -I FIN15H NEW 5LATWALL N/ PL -3 FIN15H 36" GRAB BF Y4/ BLOCKING ) REQUIRE F SLATWA A4.0 5GALE: 6'.'= I' -O° III V '1" I'nikA III v All Wnn7i -rOIKA B INTERIOR ELEVATION A4.0 SCALE: I/4" = l. -O. - c ) INTERIOR ELEVATION ,t �-oSCALE: 1/4" = 1'-0" 7 -2 IS" 15" Ep I -"- O 36"H MIRROR BY TTOM OF MIRROR '40" A.F.F. (MAX) 42" GRAB BAR — W BLOCKING AS REQUIRED _ TYP. NEW 5LATN4LL N/ PL -I FIN15H NEW 5LATWALL W/ PL -3 FINISH D TRIM -2 NLUMINUM IT SYSTEM 18" NON -ILLUMINATED LETTERS BY 516N VENDOR I STOREFRONT ELEVATION SCALE: 1/4" = 1'-0" FINISH SCHEDULE PAINT PROVIDED AND INSTALLED BY 6.G. P1 -I WALL PAINT MANUF: 5HERNIN NILLIAM5 PAINTS COLOR NO.: CARNIVAL 5W68g2 FINISH: E665HELL USED ON: SALES NALL5 -2 HALL PAINT MANUF: 5HERNIN WILLIAM5 PAINTS GOLOR NO.: DIGNITY BLUE 5W 6804 FINISH: E665HFLL USED ON: SALES NALL5 HALL PAINT MANUF: 5HERNIN NILLIAM5 PAINTS COLOR NO.: EXTRA WHITE SN I q00 FINISH: 5EMI&LO55 USED ON. NONSALE5 AND RESTROOM WALLS GEILIN6 PAINT MANUF: 5HERNIN NILLIAM5 PAINTS COLOR NO.: 5Nb156 DONN POUR FINISH: FLAT USED ON: SALES AREA ABOVE 5LATNALL HOOD TRIM BASE #4X5/8"!55. PTB -I WALL BASE OVAL HEAD MANUF: NEVAMAR ARP SURFACE COLOR: P026 6HIAGGIO (UNPOLISHED) SQUARE DRIVE: SIZE: 12" X 12" GUT TO 6" X 12" TRIM 5GREW GUT SIDE DOWN MANUF: NEVAMAR ARP SURFACE 3/4" X 3/4" #Ib8 CANADIAN GREY -SLAT WALL ALUMINUM AN6LE PG -I FIN15H PG -3 PG WOOD WALL BASE - I" X 2" -2 SLAT WALL F SLATWA A4.0 5GALE: 6'.'= I' -O° III V '1" I'nikA III v All Wnn7i -rOIKA B INTERIOR ELEVATION A4.0 SCALE: I/4" = l. -O. - c ) INTERIOR ELEVATION ,t �-oSCALE: 1/4" = 1'-0" 7 -2 IS" 15" Ep I -"- O 36"H MIRROR BY TTOM OF MIRROR '40" A.F.F. (MAX) 42" GRAB BAR — W BLOCKING AS REQUIRED _ TYP. NEW 5LATN4LL N/ PL -I FIN15H NEW 5LATWALL W/ PL -3 FINISH D TRIM -2 NLUMINUM IT SYSTEM 18" NON -ILLUMINATED LETTERS BY 516N VENDOR I STOREFRONT ELEVATION SCALE: 1/4" = 1'-0" FINISH SCHEDULE PAINT PROVIDED AND INSTALLED BY 6.G. P1 -I WALL PAINT MANUF: 5HERNIN NILLIAM5 PAINTS COLOR NO.: CARNIVAL 5W68g2 FINISH: E665HELL USED ON: SALES NALL5 -2 HALL PAINT MANUF: 5HERNIN WILLIAM5 PAINTS GOLOR NO.: DIGNITY BLUE 5W 6804 FINISH: E665HFLL USED ON: SALES NALL5 HALL PAINT MANUF: 5HERNIN NILLIAM5 PAINTS COLOR NO.: EXTRA WHITE SN I q00 FINISH: 5EMI&LO55 USED ON. NONSALE5 AND RESTROOM WALLS GEILIN6 PAINT MANUF: 5HERNIN NILLIAM5 PAINTS COLOR NO.: 5Nb156 DONN POUR FINISH: FLAT USED ON: SALES AREA ABOVE 5LATNALL HOOD TRIM BASE l-' I STYLE: TOLI LI6HT5TONE 8331 "GONGRETE" IS" X 18" LOCATION: 5ALE-5 AREA FG -2 SEA -ED CONCRETE LOCATION: NON5ALE5 AREA LAMINATES SUPPLIED BY OMER MANUF: T.B.D. PORCELAIN TILE BASE PTB -I WALL BASE MANU: DALTILE MANUF: NEVAMAR ARP SURFACE COLOR: P026 6HIAGGIO (UNPOLISHED) #5-3-16T - REGIMENTAL BLUE TEXTURED SIZE: 12" X 12" GUT TO 6" X 12" 5LATWALL GUT SIDE DOWN MANUF: NEVAMAR ARP SURFACE WOOD WALL BASE - I" X 6" #Ib8 CANADIAN GREY POWDER COAT PAINTED METAL WITH PL -2 PLASTIC LAMINATE PG -I 5-3-16T - REGIMENTAL BLUE TEXTURED PG WOOD WALL BASE - I" X 2" -2 PRODUCT: #4q/42200 (GLOSS LEVEL 85+) WITH PL -2 PLASTIC LAMINATE COLOR: RAL 5000 (BLUE) 5-3-16T - REGIMENTAL BLUE TEXTURED INTERIOR SERIES Oq POLYESTER EPDXY GOATIN6 VINYL COVE BASE YB-I MANUF. TI GER DRYLAG MANUF: MERGER PRODUCTS COMPANY INC. VINYL WALL COVE BA5E 4' H16H x .080" THICK COLOR NO. 20q FLOOR COVERING l-' I STYLE: TOLI LI6HT5TONE 8331 "GONGRETE" IS" X 18" LOCATION: 5ALE-5 AREA FG -2 SEA -ED CONCRETE LOCATION: NON5ALE5 AREA LAMINATES SUPPLIED BY OMER MANUF: T.B.D. AWN -I MANUF:5UNBRELLA COLOR: 460q ORANGE PG -2 METAL PANE=L BY FIXTURE VENDOR METAL PANEL SEAM AS REQUIRED BLADE 51614 - BTM. 8'-6" A.F.F. LID5 AWNING WITH OPEN EN05 ANODIZED ALUMINUM STOREFRONT 5Y5TEM - SEE SPECS NOTE ALL DUCTWORK, CONDUIT, PIPING, ETC., IN OPEN CEILING AREA TO BE PAINTED PT -4, ALL DUCTWORK TO BE INTERNALLY INSULATED WHERE EXPOSED. #ARI t✓;"�afrF:7 ARCHITECT TBD - 1I05" ORANGE WILLIAM P. MITE WALL BASE -2 MANUF: NEVAMAR ARP SURFACE SUITE 100 #5-3-16T - REGIMENTAL BLUE TEXTURED WORTHIN6T0 5LATWALL -3 MANUF: NEVAMAR ARP SURFACE FAX: (614) #Ib8 CANADIAN GREY POWDER COAT PAINTED METAL STAFF PG -I OMITTED PG MANUF: TIGER DRYLAG -2 PRODUCT: #4q/42200 (GLOSS LEVEL 85+) COLOR: RAL 5000 (BLUE) INTERIOR SERIES Oq POLYESTER EPDXY GOATIN6 PG MANUF. TI GER DRYLAG -3 PRODUCT: #4q/72470 (61-055 LEVEL 85+) DOLOR: SILVER METALLIC INTERIOR 5ERIE-5 Oq POLYESTER EPDXY GOATIN6 CEILINGS. AGT-I OMITTED ARM5TRON6 GIRRUS SQUARE EDGE AGT-2 24" X 48" X 3/4" (15/16" GRID) WHITE #172q WHITE GLASS "A" PANELS AWNINGS: AWN -I MANUF:5UNBRELLA COLOR: 460q ORANGE PG -2 METAL PANE=L BY FIXTURE VENDOR METAL PANEL SEAM AS REQUIRED BLADE 51614 - BTM. 8'-6" A.F.F. LID5 AWNING WITH OPEN EN05 ANODIZED ALUMINUM STOREFRONT 5Y5TEM - SEE SPECS NOTE ALL DUCTWORK, CONDUIT, PIPING, ETC., IN OPEN CEILING AREA TO BE PAINTED PT -4, ALL DUCTWORK TO BE INTERNALLY INSULATED WHERE EXPOSED. #ARI t✓;"�afrF:7 ARCHITECT OF RECORD: WILLIAM P. MITE 4 BRIDGE RD. 438 E. Y4IL5CN BRIDGE RD. SUITE 100 , OH 43085 WORTHIN6T0 1, OH 43085 PHONE: (614) 36-0100 FAX: (614) 36-6023 CHECKED BY.- STAFF ENGINEER F RECORD: DAVID W. MU EN 438 E. WIL50 4 BRIDGE RD. SUITE 100 NORTHI%TO , OH 43085 PHONE: (614),4365-0100 LIDS -004 FAX: (614),056--b025 7-12-04 74 ISSUED: 11-04 7-12-04 1 LANDLORD COMMENTS *INDICATES NO REVISION THIS SHEET ARCH. PROJ. NO. LIDS -004 PLOT DATE: 7-12-04 DRAWN BY- 5.K. CHECKED BY.- STAFF ELEV TIONS & SCHEDULES A4mO DIVISION 01000 - 6ENERAL REGIUIREMENT5 01000 6ENERAL NOTES PART I - GENERAL A. DRAWINGS AND SPECIFICATIONS ARE INTENDED TO BE COMPLIMENTARY. SPECIFIC INFORMATION MAY BE FOUND IN EITHER OR BOTH. B. BIDDING CONTRACTORS SHALL INCLUDE ALL LABOR, MATERIALS, 5GAFFOLDING, GRANE5, EQUIPMENT FASTENERS, ETC. NEGE55ARY FOR COMPLETION AND FINAL COMPLETE TURNOVER OF AN OPERATIONAL BUILDING. 01005 CONTRACTORS USE OF THE PRE3MMM PART I - GENERAL A. ALL CONTRACTORS BIDDING ON THI5 PROJECT SHALL V151T THE JOB 51TE TO FAMILIARIZE THEMSELVES WITH ACTUAL JOB CONDITIONS AND TO CHECK FOR ANY INTERFERENCE BETWEEN THEIR WORK AND THAT OF OTHER TRADES. B. ALL SUB TRADES SHALL COORDINATE THEIR WORK WITH THE WORK OF OTHERS OR WITH EXISTING CONDITIONS OGGURRING ABOVE OR BELOW AND SHALL MAKE GHAN67E5 FROM TIME TO TIME AS REQUIRED TO ACCOMMODATE SUCH WORK OR GONDITION5. G. ALL TRADES SHALL CONFINE GON5TRUGTION WORK TO WITHIN AREAS ESTABLISHED BY THE G -GENERAL CONTRACTOR AND SHALL EXECUTE THEIR WORK IN AN ORDERLY MANNER REMOVING TRASH AND DEBRI5 FROM PROJECT ON A DAILY BASIS. AT NO TIME WILL PIPE5, WIRES, BOARDS, OR OTHER CONSTRUCTION MATERIALS GRO55 PUBLIC AREAS WHERE HARM GOULD BE GAUSED TO THE PUBLIC. D. MALL CONSTRUCTION REQUIREMENTS I. BIDDING GENERAL CONTRACTORS SHALL CONTACT MALL MANAGEMENT FOR PROCEDURES, SAFETY REQ'5. I GON5TR RULES. 2. SEE NOTES SHEET 4 5P-3 FOR ADDITIONAL LANDLORD NOTES. 01030 SHORT/DAMA6ED FRE16FfT INDICATED BELOW ARE INSTRUCTIONS ON HON TO HANDLE SHORT, OR DAMA6ED FREIGHT: A. BEFORE 516NIN6 THE FREIGHT BILL, NOTE SPECIFICALLY THE ITEM(5) DAMAGED OR MI551% i.e., ONE LIGHT FIXTURE, TW0 PIECES OF 5LATHALL, ETC. B. AFTER DAMAGED OR M1551N6 ITEMS ARE NOTED ON FREIGHT BILL, HAVE CARRIER'S DRIVER AL50 516N5 IT. THI5 WILL VERIFY THAT BOTH PARTIES AGREE TO THE EXTENT OF DAMAGE OR SHORT ITEMS. G. THERE ARE TIMES WHEN DAMAGE 15 DISCOVERED ONLY UPON UNPAGKI% THE FREIGHT. IN ORDER TO REGEIVE PAYMENT FROM FREIGHT COMPANY, HE MUST PROVE THAT THE FREIGHT HA5 DELIVERED IN DAMA6ED CONDITION. THEREFORE, ALL GARTON5 MUST BE INSPECTED FOR 516N5 OF DAMAGE OR ABUSE AND THI5 115 TO BE NOTED. D. TEST E. SEND A COPY OF THE FREIGHT BILL AND A COPY OF THE ORDER (PROVIDED AT START OF CONSTRUCTION) ALONG WITH ANY OTHER INFORMATION REQUESTED. F. BE SURE TO CONTACT THE PROJECT MANAGER TO INFORM HIM/HER OF THE L055 SO THAT, IF NECESSARY, THE ITEM(5) GAN BE REORDERED. UNLOADING FIXTURES: INCLUDE IN BASE BID, THE G05T TO UNLOAD ALL OWNER SUPPLIED FIXTURES AND MATERIALS. PROTECTION OF MATERIAL5/FURNITURE ON 51TE: G.G. 115 RE5PON51BLE FOR THE 5EGURITY, CARE AND DAMAGE PREVENTION OF ALL MATERIALS AFTER DELIVERY TO JOB 51TE. G.G. WILL BE BAGKGHAR6ED FOR DAMA6E5 AND MISSING ITEMS. 01041 PROJECT COORDINATION: PART I - GENERAL A. ALL PROJECT COORDINATION SHALL BE THROUGH OWNER (TENANT) CONSTRUCTION MANAGER AS LISTED ON TITLE SHEET. B. COMPLY WITH CONSTRUCTION MANA6ER5 PROCEDURES FOR INTRA - PROJECT COMMUNICATIONS; SUBMITTALS, REPORTS AND RECORDS, 5GHEDULE5, COORDINATION DRAWINGS, AND RECOMMENDATIONS; AND RE50LUTION OF AMBI6UITIE5 AND CONFLICTS, REQUESTS FOR SUBSTITUTIONS AND CHANCE ORDERS. 01200 PRIM PAYMENT, AND CONTRACT PART I - GENERAL A5 PER ONV0ER'S CONTRACT 01300 SUBMITTALS PART I - GENERAL A. SHOP DRAWINGS AND PROCEDURES 1. SHOP DRANI N65 FOR REV IEN a. SEE SPECIFIC SECTION FOR ITEMS TO BE 5U13MITTED AND 5PEGIFIG SUBMITTAL REQUIREMENTS. b. SUBMITTED TO ARGHITEGT FOR REVIEW FOR THE LIMITED PURPOSE OF GHHEGKIN6 FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DE516N CONCEPT EXPRE55M IN THE CONTRACT DOGUMENT5. c. SUBMIT THE NUMBER AND TYPE= OF DRAWINGS IN THE FORMAT SPECIFIED. PLUS TWO COPIES NHIGH WILL BE RETAINED BY ARCHITECT AND ENGINEER. d. SHOP DRAWINGS SHALL BE SUBMITTED IN A TIMELY MANNER (OR WITHIN TIME FRAME SPECIFIED) A5 NECESSARY TO ALLOW ADEQUATE TIME FOR REVIEW. e. REVIEYED DRAWING WILL BE RETURNED IN A TIMELY MANNER TO THE GENERAL CONTRACTOR FOR D15TRIBUTION BACK TO AFFECTED 5UB-GONTRAGTOR5. B. 5AMPLE5 I. SAMPLES FOR REVIEW a. HHERE GALLED FOR IN (PLANS OR 5PEGIFIGATION5), SAMPLES SHALL BE SUBMITTED A5 REQUIRED FOR REVIEW FOR THE LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DE516N CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. b. ALTBZNATIVE5 REQUESTED BY BIDDING CONTRACTORS FOR CONSIDERATION SHALL PROVIDE f9JH PRODUCT LITERATURE AND SAMPLES FOR APPROVAL. 01400 GI)ALITY/6UARANTEE PART I - GENERAL A. ALL WORK SHALL BE EXECUTED BY ARTISANS AND MECHANICS QUALIFIED, THROUGH EXPERIENCE, IN THEIR RESPECTIVE TRADES. SAID CONTRAGTOR5 SHALL REMOVE AND REPLACE WITHOUT DELAY ANY WORK CONTRARY TO THE CONTRACT DOCUMENTS WHEN 50 DIRECTED. B. GENERAL CONTRACTOR AND/OR SUB CONTRACTOR SHALL GUARANTEE HI5 NORKMAN5HIP AND MATERIALS FOR A PERIOD OF ONE YEAR FROM DATE OF ACCEPTANCE BY THE OWNER. 01410 CODES PART I - GENERAL A. ALL WORK MATERIALS AND INSTALLATION SHALL BE IN STRICT AGGORDANCE WITH ALL ORDINANGE5, STATE AND LOCAL BUILDING GODE5, LATEST EDITION. B. DE516N LOA05: LOAD AND CODE RE5TRIGTION5 FOR ALL DE516N GON5IDERATION5 SHALL CONFORM TO THE LOCAL AND STATE CODES AND ALL 6OVERNIN6 GODE5. 01426 PROCEDURES PART I - GENERAL A. ALL ITEMS SHALL BE INSTALLED U51N6 STANDARD PROFE55IONAL PRAGTEGE5 USING FASTENERS, ADDITIVES AND METHODS REQUIRED BY MANUFACTURER AND INDUSTRY MANUALS. 01510 TEMPORARY IfiUTE5 A. GENERAL CONTRACTOR TO VERIFY PROVISIONS FOR TEMPORARY UTILITIES INGLUDIN6 ELEGTRIGITY, LI6HTIN6, HEAT, VENTILATION, TELEPHONE SERVICE, WATER AND SANITARY FAGILITIE5. PRIOR TO TURNOVER TO OWNER. 01542 CRANES AND HOISTS A. GENERAL CONTRACTOR AND/OR 5UB-GONTRAGTOR ARE RESPONSIBLE AND SHALL INCLUDE IN THE BIDS ALL NECESSARY EQUIPMENT INGLUDIN6 GRANE5, 1-1015T5, 5GAFFOLDIN6, PLATFORMS, ETC., REQUIRED FOR ERECTION OF BUILDING AND EQUIPMENT AS LOCATED ON PLANS. CONTRACTOR SHALL PAY ALL RELATED FEES, PERMITS, ETC. PROTECTION OF THE PUBLIG AND EXISTING IN-PLAGE WORK 15 THE RESPONSIBILITY OF THE GENERAL CONTRACTOR. 011560 TEMPORARY BARRIEIRs A. GENERAL CONTRACTOR PROVIDE TEMPORARY BARRIERS INGLUDIN6 ENGLO5URE5 AND FENGING FOR THE PROTECTION OF THE WORK, WATER CONTROL, DUST CONTROL, EROSION AND SEDIMENT CONTROL, N015E CONTROL, PEST CONTROL, POLLUTION CONTROL, AND RODENT CONTROL. B. SEE SECTION 01005 - ITEM 'b" MALL CONSTRUCTION REQUIREMENT5 FOR ADDITIONAL INFORMATION. DIVISION 02000 - SITE WORK 02060 BUILDING DEMOLITION PART I - GENERAL A. SELECTIVE DEMOLITION I. TH15 SECTION 15 INCLUDED FOR GENERAL REFERENCE OF WORK TO BE REMOVED BY THE GENERAL CONTRACTOR- 2. ONTRACTOR2. CONSULT DEMOLITION PLANS INCLUDED WITH PROJECT DOCUMENTS FOR ADDITIONAL NOTES AND 51TE 5PEGIFIG ITEMS. 3. DEMOLITION INCLUDES REMOVAL OF THE EXISTING INTERIORS, IF REQUIRED, BUT NOT LIMITED TO INTERIOR PARTITIONS, CABINETS, SUSPENDED GEILIN6 TILE, ELECTRICAL, MEGHANIGAL, ETC., AS REQUIRED, A5 SHOWN OR A5 DIREGTED. 4. COOPERATION AND COORDINATION WITH LANDLORD, THE TENANTS OF THE ADJACENT 5PAGE5 AND THE TENANT, IN 5GHEDULI% HORK IN ORDER TO CAUSE THE LEAST INCONVENIENCE TO PERSONNEL AND PROPERTY. DELIVER AND STORE MATERIALS IN SEALED GONTAINER5 AND BUNDLES, FULLY IDENTIFIED WITH MANUFACTURERS NAME, BRAND, TYPE AND GRADE. PROTECT MATERIALS FROM CORRO51ON AND DAMAGE. STORE IN DRY VENTILATED SPACE, OFF THE GROUND. COORDINATE ALL DELIVERIES WITH THE MALL LANDLORD AND TENANT SUPPLIED MATERIAL VENDORS. GENERAL CONTRACTOR WILL RECEIVE AND UNLOAD ALL FIXTURES FROM THE FIXTURE SUPPLIER, AGGORDING TO THE TERMS AND CONDITIONS IMP05M BY THE MALL DEVELOPER, I.E. 5PEGIAL TIME -5 TO UNLOAD, ETC. FIXTURES TO BE SET BY GENERAL CONTRACTOR- 6ENERAL ONTRACTOR GENERAL CONTRACTOR WILL NOTIFY TENANT IMMEDIATELY OF ANY M1551% OR DAMA6ED ITEMS THAT TENANT SUPPLIES AND GEEERAL CONTRACTOR INSTALLS. HE WILL OBTAIN AND FILL ALL NECE55ARY PAPERWORK REQUIRED IN ORDER TO FACILITATE TENANT IN HI5 ABILITY TO PROPERLY FILE CLAIM FOR DAMA6E5 OR LOSSES. REFER TO TENANT 5HORTA6E/DAMAGE GOOD POLICY INCLUDED IN BID IN5TRUGTION5 FROM TENANT. 01100 CL EA NI%/ADJUSTING/MAI PART I - GENERAL A. FINAL GLEANING I. GENERAL CONTRACTOR TO PROVIDE A PROFE55IONAL GLEANING SERVICE TO EXECUTE FINAL GLEANING PRIOR TO TURN -OVER. B. ADJUSTING I. ADJUST OPERATING PRODUCTS AND EQUIPMENT TO ENSURE SMOOTH AND UNHINDERED OPERATION. G. SPARE PARTS AND MAINTENANCE PRODUGT5 I. PROVIDE SPARE PARTS, MAINTE7NANGE, AND EXTRA PRODUCTS IN QUANTITIES SPECIFIED IN INDIVIDUAL 5PECIFIGATION 5ECTION5. D. OPERATION AND MAINTENANCE DATA I. SUBMIT DATA BOUND IN 8-1/24 INCH TEXT PAC -E5, THREE D 51DE RING BINDER WITH DURABLE PLASTIC COVERS. 2. PREPARE BINDER COVER WITH PRINTED TITLE= 'OPERATION AND MAINTENANCE INSTRUCTIONS", TITLE OF PROJECT. E. NARRANTI E5 AND BONDS I. EXECUTE AND A55EMBLE TRANSFERABLE WARRANTY DOCUMENT5 FROM SUB-cONTRAGTORS, 5UPPLIER5, AND MANUFACTURERS. PART 2 - PREPARATION / EXECUTION A. FINAL GLEANING I. GLEAN INTERIOR AND EXTERIOR GLA55, 5URFAGE5 EXPOSED TO VIEW; REMOVE TEMPORARY LABELS, 5TAIN5 AND FOREIGN SUBSTANCES, POL15H TRANSPARENT AND 61.055Y SURFACES, VACUUM CARPETED AND SOFT SURFACES. 2. GLEAN EQUIPMENT AND FIXTURES TO A SANITARY GONDITION WITH GL.EANIN6 MATERIALS APPROPRIATE TO THE SURFACE AND MATERIAL BEING GLEANED. 3. REMOVE WASTE AND 5URPLU5 MATERIALS, RUBBISH AND CONSTRUCTION FACILITIES FROM THE SITE. END OF DIVISION 5. SEE MECHANICAL AND ELECTRICAL PLANS FOR 5PEGIFIG DEMOLITION ITEMS UNDER TH05E TRADES. PART 2 - PREPARATION / EXECUTION A. ARRANGE WITH THE LANDLORD A CONVENIENT TIME TO PERFORM DEMOLITION NORK AND INSTALL TEMPORARY PROTECTED MEANS OF E6RE55 FROM REQUIRED EXITS, INGLUDIN6 TEMPORARY LIGHTING AND 5AFETY DEVICES. ALL IN ACCORDANCE KITH GOVERNING STATE AND LOCAL CODES AND LANDLORD REQUIREMENTS. B. THE CONTRACTOR SHALL REMOVE, REPAIR, RESTORE, AND REPLACE WHERE ANY 50GH WORK 15 NEGE55ARY OR INDICATED ON THE DRANIN65 OR A5 REQUIRED. GUT ALL NEGE55ARY OPENIN65 FOR ANY REQUIRED PURP05E AND REPAIR, HHERE NECESSARY, AFTER GUTTIN6. INSOFAR A5 POSSIBLE, ALL PROTRUSIONS, MARK5, CRACKS OR OTHER EVIDENGE OF A DEFICIENT OR DAMAGED GONDITION SHALL BE ELIMINATED, UNLE55 SPECIFICALLY NOTED, OTHERNI5E. ANY PARTS NHIGH ARE SPLIT, CRACKED, CHIPPED, 5PALLED, BROKEN, MI551N6, OR OUT OF LINE OR ADJUSTMENT, MECHANICALLY OR STRUCTURALLY UNSAFE OR UN50UND, BENT, TORN OR OTHERWISE DEFICIENT OR INJURED 1N ANY MANNER, SHALL BE REMOVED, REPLACED, RESTORED OR REPAIRED TO SATISFACTION AS DIREGTED BY THE TENANT. G. EXERG15E EXTREME GARE DURING DEMOLITION 50 AS NOT TO DAMAGE OR D15RUPT ANY UTILITIES OR SPRINKLER LINES NHIGH MIGHT PA55 THROUGH THI5 SPACE TO SERVICE OTHER MALL 5PAGE5 OR OTHER TENANTS. GENERAL CONTRACTOR HILL BEAR 501 F RESPONSIBILITY OF ANY SUCH 015RUPTION OR DAMAGE. D. ALL ABANDONED ELEGTRIGAL/TELEPHONE CONDUIT, PLUMBING LINES, DRAIN LINES, AND MECHANICAL DUGTHORK AS THE RESULT OF DEMOLITION SHALL 13E GAPPED AT SOURCE AND REMOVED UNLE55 OTHERWISE DIRECTED. E. GENERAL CONTRACTOR RE5PON5113ILITIE5 I. GENERAL CONTRACTOR 15 TO NOTIFY TENANT IMMEDIATELY OF ANY SEVERE 015GREPANGIE5 OR IRREGULARITIES D15COVERED DURING DEMOLITION NHIGH MIGHT AFFECT THE CURRENT STORE DE516N. GENERAL CONTRACTOR 115 TO PAY SPECIAL ATTENTION TO AVAILABLE HEIGHT FOR INTENDED GEILIN6 ELEVATION, MECHANICAL OUGTWORK AND REGE55ED L161fTING. 2. GENERAL CONTRACTOR 115 TO ERECT CONSTRUCTION BARRICADES AND DE13RI5/DUGT SCREENS PER LANDLORD5 5PEGIFIGATION5. CONTACT LANDLORD'S FIELD DATIVE PRIOR TO THE COMMENCEMENT OF ALL DEMOLITION WORK. 3. GENERAL CONTRACTOR 115 TO PROVIDE AND INSTALL ALL TEMPORARY PROTECTED MEANS OF E6RE55. TEMPORARY LIGHTING, AND ALL SAFETY DEVICES IN AGGORDANGE WITH ALL STATE AND LOCAL CODES AND LANDLORD REQUIREMENT5. 4. GENERAL CONTRACTOR 115 RE5PON51BLE FOR PATGHIN6, REPAIRING AND LEVELING OF THE EXISTING FLOOR SLAB, DEMISING WALLS, AND ROOF DECK AFTER COMPLETION OF ALL DEMOLITION AND PRIOR TO THE COMMENCEMENT OF NEYq CONSTRUCTION. COORDINATE WITH LANDLORD RESPONSIBILITY IN PERFORMING ANY AND ALL ROOF WORK. 5. GENERAL CONTRACTOR 115 TO INFORM TENANT OF ALL SEVERE IRREGULARITIE5 IN EXI5TIN6 5LA5 IMMEDIATELY. END OF DIVISION 03300 (PATGHIN6 / TR119"N6) PART I - GENERAL A. PROVIDE AND INSTALL CONCRETE AS INDICATED ON THE DRAWINGS AND PER LANDLORD SPECIFICATIONS. B. CONCRETE WORK SHALL CONFORM TO THE LATEST EDITION OF "AMERICAN CONCRETE INSTITUTE" GODE5 AND STANDARDS INGLUDIN6 AGI 301, AGI 315, AND AGI 318. G. GONGRE I 5TREN&TH5 ARE A5 FOLLOWS: GLA55 1 3000 PSI INTERIORS 5LA135 D. REINFORCEMENT (PER LANDLORD REQUIREMENTS) E. BONDING AGENT (IF REQUIRED) I. "50NOBOND" EPDXY CONCRETE BONDING AGENT OR EQUAL a. MANUFACTURER: GHEMTREX, INC. 889 VALLEY PARK DRIVE SHAKOPEE, MINNESOTA 55379-1854 OR EQUAL 2. CONSULT MANUFACTURER FOR APPLICATION PROCEDURE. 3. A5TM G881 F. VAPOR BARRIER I. SLAB ON GRADES TO RECEIVE 6 MIL. CLEAR OR BLACK POLYETHYLENE FILM WITH MINIMUM OF 12' OVERLAP, TAPE ALL SEAMS PART 2 - PREPARATION / EXECUTION A. CONCRETE CONTRACTOR SHALL A55UME FULL RESPONSIBILITY FOR STRENGTH, CONSISTENCY PROPORTION5 AND HANDLING OF CONCRETE. B. VERIFY THAT COMPACTED GRANULAR BASE 115 IN PLACE AND READY TO SUPPORT PAVING AND IMP05ED LOADS. G. VERIFY GRADIENT AND ELEVATIONS OF BASE ARE CORRECT. THIGKNE55 AND REINFORGIN6 A5 5HONN ON DRANIN65. D. IMMEDIATELY AFTER PLACEMENT, PROTECT PAVEMENT FROM MECHANICAL INJURY. E. DEP051T CONCRETE WITHIN ANY ONE 5EGTION CONTINUOUSLY 50 THAT NO CONCRETE WILL BE PLACED ON OLDER CONCRETE NHIGH HAS SET SUFFICIENTLY TO RESULT IN SEAMS AND PLANES OF NEAKNE55 WITHIN SECTION. F. PLACE SLABS FOR FULL THICKNESS IN ONE OPERATION, WITHOUT GHAN6E5 IN PROPERTIES; 5GREED TO PROPER ELEVATION; FLOAT AND LIGHTLY TROWEL. UNLE55 OTHERWISE SPECIFIED, WHEN CONCRETE HAS SET SUFFICIENTLY TO RING UNDER TROWEL, GIVE 5LA13 5EGOND TROWELING TO PRODUCE SMOOTH, DENSE SURFACE. DUSTING OF SURFACES WITH GEMENT 15 PROHIBITED. 6. TAMP 5UBG RADE FOR SLABS ON GRADE WELL. ACCURATELY FORM FOR REQUIRED SLAB THICKNESS AND COVER WITH 6" THICK COMPACTED LAYER OF 2" MAXIMUM 517E CRUSHED STONE WITH TOP SURFACE CHOKED WITH 5GREENING6. H. FINISHES I. 61VE TYPICAL INTERIOR FLOOR 5LAB5 A STEEL TROWEL FIN15H WITH GLA55 A TOLERANCE (TRUE PLANES WITHIN 1/8 IN 10 FT. A5 DETERMINED BY A 10 FOOT 5TRAI&HTED6E PLACED ANYWHERE ON SLAB IN ANY DIRECTION). I. PROVIDE SAN GUT CONTROL JOINTS 1/8" WIDTH x I" DEEP AT MAXIMUM 400 SQUARE FOOT AREA. J. APPLY BONDING AGENT (AS SPECIFIED) TO ADJACENT CONCRETE 5URFAGE5 IMMEDIATELY PRIOR TO PLACEMENT OF CONCRETE. K. EXPAN51ON JOINT MATERIAL: 1/2" PREMOLDED ASPHALT IMPREGNATED FIBERBOARD, SAME DEPTH AS CONCRETE. 03132 CONCRETE REPAIR PART I - GENERAL A. THE EXTENT OF CONCRETE REPAIR WORK INGLUDE5 REMAINING FLOOR AREAS AFTER DEMOLITION PROVIDING A LEVEL FLOOR THROUGHOUT TO RECEIVE FUTURE FIN15HE5. B. COMPLY WITH MANUFACTURER'S REQUIREMENTS AND H^gRITTEN INSTRUCTIONS FOR INSTALLATION OF TENANT PROVIDED ITEMS AND FIN15HE-5 BY OTHER TRADES AT A LATER DATE. G. FLOOR LEVELER CONCRETE TO BE INSTALLED AT LON AREAS, HOLES AND DEPRE5510N5. PATCH CRACKS AND BROKEN CONCRETE WITH FLOOR PATCH TROI^ELED SMOOTH IN ACCORDANCE WITH MANUFAGTURER'5 INSTRUCTIONS. PART 2 - PREPARATION / EXEGUTION A. GONGRE I REPAIR I. DO NOT PROCEED WITH WORK UNTIL VISITING THE 51TE AND DETERMINING CONDITIONS AND DECIDE METHODS OF REPAIR. COORDINATE WITH TENANT'S PROJEGT MANAGER. 2. REMOVE AND DISPOSE OF EXI5TIN6 FLOOR FIN15HE5 WHERE INDIGATED ON DEMOLITION PLAN. 3. THOROUGHLY GLEAN FLOOR REMOVING CONDITIONS THAT WILL AFFEGT BOND INGLUDING RESIDUE FROM REMOVAL OF UNDERLAYMENT5, 5TAIN5, OILS, ETC. 4. REMOVE H16H FLOOR LEVELS AND L005E CONCRETE 5. ROUGH IN CONCRETE IN AREAS WHERE PATGHIN6 15 REQUIRED, SUCH A5 CRACKED, 5PALLED, OR HOLES DUE TO REMOVAL OF EXI5TIN6 WORK. 6. GRIND H16H SPOTS. 1. AT LOCATIONS OF GON5TRUGTION JOINTS IN EXI5TING SLAB, CONTINUE JOINTS THROUGH NEW FLOOR IN LEVELING AREA. SAW GUT JOINT OR PLACE 1/116' WIDE METAL BAR IN THE JOINT LOCATION COINCIDENT WITH EXISTING. 8. GLEAN AREAS REMOVING ALL WASTE MATERIAL, BROOM GLEAN. END OF DIVISION DIVISION 05000 - METALS 05400 L16HT &AU6E (COLD FORMED) METAL FRAMING. PART I - GENERAL A. FURNISH AND INSTALL A COMPLETE SYSTEM OF LIGHT GAUGE FRAMING MEMBERS FOR INTERIOR WALL PARTITIONS AND GEILIN6 SUSPENSION COMPONENTS. I. 5Y5TEM TO INCLUDE ALL BRAGE5, CLIP ANGLE5, RUNNERS, ACCESSORIES AND FASTENERS, ETC.. FOR EACH TYPE OF FRAMING A5 5HHOHN ON DRAWIN65: a. INSTALL METAL FRAMING SYSTEMS IN ACCORDANCE WITH MANUFACTURER'S INSTALLATION IN5TRUGTION5 AND RECOMMENDATIONS. B. QUALITY ASSURANCE: DE516N AND ANALY515 OF STRUCTURAL PROPERTIES SHALL COMPLY WITH AI51 "5PECIFIGATION FOR THE DE516N OF GOLD -FORMED STRUCTURAL STEEL MEMBERS" G. MATERIALS: I. 18 GAUGE AND LIGHTER COMPONENTS: FABRICATE COMPONENTS OF GOMMERGIAL QUALITY STEEL SHEET, A5TM A446 FOR GALVANIZED FINISH WITH A MINIMUM YIELD POINT OF 33,000 P51. 2. lb GAGE AND HEAVIER COMPONENTS: FABRICATE COMPONENTS OF STRUCTURAL QUALITY STEEL SHEET, A5TM A446 FOR GALVANIZED FINISH, KITH A MINIMUM YIELD POINT OF 50,000 P51. 3. METAL 5TU05: AI51 "C" TYPE STRUCTURAL STUDS; 51ZE5 6AU6E5 AND 5PAGING6 SHOWN OR REQUIRED IF NOT 5HOWN; WITH 1-5/8" (41MM) MINIMUM FLANGE WIDTH, 1/2" (13MM) MINIMUM RETURNS AND PRE-PUNGHED HOLES FOR UTILITY INSTALLATION. a. 18-22 GAUGE (0.05"/12MM - 0.03MM"/0.8MM): A5TM A446/A446M GRADE A; MINIMUM YIELD STRESS OF 33 K51 (228 MPA). b. 12-16 GAUGE (O.II'/2.7MM - 0.06'/I5MM): A5TM A446/A44bM GRADE A; MINIMUM YIELD STRESS OF 40 K51 (276 MPA). 4. TRACK: A5TM A446/A446M GRADE A; MINIMUM YIELD 5TRE55 OF 33 K51 (228 MPA); FORMED STEEL; CHANNEL SHAPED; SAME WIDTH AND GAUGE AS ADJACENT STUDS. EXCEPTION: TOP AND BOTTOM TRACK (RUNNERS) REQUIRING ATTACHMENT OF METAL PANELS SHALL BE MINIMUM 14 GAUGE (0.08"AAMM). 5. FA5TENIN65: a. MANUFAGTURER'5 RECOMMENDEL) 5ELF-DRILLIN6, SELF -TAPPING SCREWS, BOLT5, NUTS, AND WASHERS. HOT -DIP GALVANIZED FINISHED. NON-GORRO51VE. b. ANGHORA6E DEVICES: POWER ACTUATED FASTENERS, DRILLED EXPANSION BOLTS, OR 5GRE05 WITH SLEEVES. c. WELDING: COMPLY WITH AW5 DI.I "STRUCTURAL VELDIN6 CODE". D. MANUFACTURERS: I. MILCOR/DIVI510N OF INRYGO, ING. BY B05THICK STEEL FRAMING; THE GEGO CORP.; ALLIED STRUCTURAL INDU5TRIE5; DIETRICH INDUSTRIES OR EQUAL. PART 2 - PREPARATION/EXECUTION A. ATTACH AND JOIN INDICATED COMPONENTS BY WELDING. ATTACH AND JOIN OTHER COMPONENTS BY VELD I N6, BOLTI N6, OR 5GREN FASTENERS, AS STANDARD WITH THE MANUFACTURER WIRE TYING OF FRAMING COMPONENTS 15 NOT, PERMITTED. B. GUT FRAMING TO FIT SQUARELY AGAINST ABUTTING MEMBERS. HOLD MEMBERS SECURELY IN POSITION UNTIL PROPERLY FASTENED. G. SAN GUT FIELD GUT FRAMING. D. COORDINATE METAL FRAMIN6 P051TIONIN6 WITH TRADES FURNI5HING ITEMS NHIGH ATTACH TO BUILT-IN MEMBERS. E. INSTALL CONTINUOUS RUNNER TRACKS 51ZED TO MATCH 5TUD5. ALIGN TRACKS ACCURATELY TO THE LAYOUT AT BASE AND TOPS OF STUDS. 5EGURE TRACKS A5 RECOMMENDED BY THE STUD MANUFACTURER FOR THE TYPE OF CONSTRUCTION INDICATED. DO NOT EXCEED 24" ON CENTER 5PAGIN6 FOR POWER DRIVEN FA5TENER5, NOR 16" ON CENTER FOR OTHER TYPE5 OF ANGHORAGE. PROVIDE FASTENERS AT CORNERS AND ENDS OF RUNNER TRACK. F. SET 5TUD5 PLUMB, 5PAGED AS INDICATED, WHEN NOT INDICATED AT MAXIMUM 24" ON CENTER. AL16N AND SECURE STUDS TO TDP AND BOTTOM RUNNER TRACKS BY EITHER NFLDING OR 5GREN FASTENING AT BOTH INSIDE AND OUTSIDE FLANGES. I. CONSTRUCT CORNERS USING MINIMUM THREE STUDS. DOUBLE STUDS AT WALL OPENIN65. INSTALL JAGK 5TUD5 ABOVE AND BELOW OPENIN65, 5PAGED TO MATCH WALL STUD 5PAGIN6. 2. INSTALL SUPPLEMENTARY FRAMING, BLOCKING, AND 13RAGIN6 IN METAL FRAMING SYSTEMS TO SUPPORT FIXTURES, EQUIPMENT, 5ERVICE5, GA5EWORK, TRIM, AND 51MILAR WORK REQUIRING ATTACHMENT TO WALL FRAMING. 3. PROVIDE ONE PIECE FULL LENGTH STUDS. 5PLIGIN6 NOT PERMITTED. END OF DIV15ION DIVISION 06000 - WOODS AND PLASTICS 06100 WOOD BLOCKING AND CURBING PART I - GENERAL A. WOOD FURRING, BLOCKING, 6ROUND5 AND IN -WALL BLOGKIN6 FOR SUPPORT OF EQUIPMENT, ACCESSORIES, FIXTURES, FIN15H HARDWARE, ETC. I. BLOCKING AND GROUNDS TO BE FIRE RETARDANT TREATED WITH STAMPS INDIGATIN6 SUCH. (5EE 5EGTION 6310). B. TELEPHONE AND El EGTRIGAL PANEL BACK BOARDS. PART 2 - PREPARATION / EXECUTION A. SET MIM R5 LEVEL AND PLUMB, IN CORRECT POSITION. B. INSTALL TELEPHONE AND ELECTRICAL PANEL BACK BOARDS WITH PLYWOOD 5HEATHING MATERIAL WHERE REQUIRED. 517E THE BACK BOARD BY 122 INCHES BEYOND SITE OF ELECTRICAL PANEL. 06210 MILLWORK AND FINISH CARPENTRY PART I - GENERAL A. FURNISH AND INSTALL FIN15HED TRIM, CABINETRY, COUNTERS, DOORS, AND FINISH ITEMS SUCH AS LAMINATES AND FIN15H DOOR HARDWARE. B. SEE DRAWINGS FOR DETAILS, 51ZE5 AND DIMENSIONS. G. FOLLOW ANI (ARCHITECTURAL Y40ODN0RK IN5TITUTE) ARCHITECTURAL Y40ODY40RK QUALITY STANDARDS. D. ALL FIN15H AND EXPOSED HOOD SHALL BE KILN -DRIED, MILL QUALITY FINISH AND SHALL RECEIVE A FIRE RETARDANT GOATING OR TREATMENT IF REQUIRED BY CODE OR THE LOCAL FIRE MARSHAL. NO WOOD OR COMBUSTIBLE MATERIAL SHALL BE USED ABOVE THE SUSPENDED GEILIN6 UNLESS NONCOMBUSTIBLE LUMBER 15 USED AND 115 SPECIFICALLY ALLOWED BY GOVERNING BUILDIN6 GODE5, THE FIRE MARSHAL AND ALL A&ENGIE5 HAVING JURI5DIGTION. IF FIRE TREATED WOOD 15 REQUIRED FOR FIXTURING ITEMS, THE GENERAL CONTRACTOR 15 RESPONSIBLE FOR EXEGUTIN6 THI5 WORK AS PER BUILDING OFFIGIALS' REQUIREMENTS. THE HOOD MUST BEAR THE UL. APPROVAL AND MILL STAMP INDICATING IT WAS PROPERLY TREATED. PART 2 - PREPARATION / EXECUTION A. DO NOT DELIVER OR INSTALL ITEMS UNTIL BUILDING AND ROOMS REGEIVING SUCH ARE COMPLETED AND THOROUGHLY DRY AND FREE OF EXCE551VE MOISTURE. B. MILLWORK AND GABINETRY MAY BE SHOP OR FIELD ASSEMBLED AT CONTRACTORS OPTION. G. INSTALL ITEMS IN A R161D, 5TRA16HT, PLUMB, LEVEL MANNER ACCURATELY FITTED AND 5CR15ED TO ABUTTING SURFACES. D. COUNTER51NK NAILS AND 5GREEN HEADS AND PATCH AND SAND SMOOTH. E. CUTTING AND REPAIRING OF THI5 WORK FOR ACCOMMODATION OF YNORK BY OTHERS 5HALL BE DONE AS PART OF MILLWORK RESPONSIBILITY. F. FINISH WOODWORK SHALL BE PRE55ED AND SANDED, FREE FROM MACHINE AND TOOL MARKS, ABRASIONS, RAISED GRAIN OR OTHER DEFECTS. 6. PROTECT FIN15HED Y40RK UNTIL ACCEPTANCE OF BUILDING BY OWNER. 06310 PRESSURE TREATED LUMBER (=IRE RETARDANT I PRESERVATIVE TREATED) PART I - 6ENERAL A. PRESERVATIVE TREATMENT FOR WOOD SPECIFIED ELSEWHERE. I. PERFORMANCE REQUIREMENTS: a. MOISTURE CONTENT: AFTER TREATMENT, THE MAXIMUM M015TLRE CONTENT OF WOOD MATERIALS SHALL NOT EXCEED THE FOLLOWING: ARCHITECT OF RECORD: WILLIAM P. HH TE 438 E. WIL50 BRIDGE RD. SUITE 100 WORTHIN6TON, OH 43085 PHONE: (614) 6-0100 FAX: (614) 6-6023 ENGINEER OF RECORD: DAVID H. MUL EN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON, OH 43085 PHONE: (614) 4:36-0100 FAX: (614) 4:36-6025 w U M Q 0 o co ir Cc +rQ coZ Lu ra Oda Z T M _! >= •W �2 Q 0 O cl ISSUED: 11-04 REVISED: DIED7-12-04 LANDLOFV COMMENTS *INDICATES NO REVISION THIS SHEET ARCH. PROD. NO. 1_I0S-004 PLOT DATE: 7-12-04 DRAWN BY: TW CHECKED BY: STAFF SPECIFI ATIONS sp imo Q G. I. LUMBER, 2 INGHES AND LE55 IN THIGKNE-55: IG PERCENT. 2. PLYWOOD: 15 PERCENT. b. FLAME SPREAD: FIRE RETARDANT TREATED MATERIALS TO HAVE FLAME SPREAD OF 25 OR LE55 IN A 30 MINUTE TEST WITH NO EVIDENCE OF 516NIFIGANT PROGRESSIVE COMBUSTION, ASTM 84, ADDITIONALLY, FLAME FRONT NOT TO PROGRE55 MORE THAN 10 1/2 FEET BEYOND CENTER LINE OF BURNER AT ANY TIME. c. SMOKE DEVELOPED: INTERIOR FIN15H AND TRIM MATERIALS, WHERE SPECIFIED, TO HAVE FIRE RETARDANT TREATMENT CONFORMING TO ABOVE REQUIREMENTS FOR 'FLAME SPREAD" PLUS SMOKE DEVELOPED RATING OF 25 OR LESS, ASTM E 84. GERTIFIGATES: FURNISH AFFIDAVIT IF REQUIRED BY CODE OFFICIAL STATING THAT MATERIALS HAVE BEEN TREATED IN AGGORDANGE WITH SPECIFICATIONS AND THAT M015TURE CONTENT, AFTER TREATMENT, DOES NOT EXCEED SPECIFIED LIMITS; INCLUDE CHEMICAL USED AND RETENTION OBTAINED FOR PRESSURE TREATED MATERIAL. INCLUDE THE "QUALITY MARK" OFA55OGIATION HAVING JUR15DIGTION OVER THE TREATMENT. PRODUCTS I. PRESERVATIVES: PROVIDE THE FOLLOWING PRESERVATIVES FOR TREATMENT OF MATERIALS AS SPECIFIED. a. WATER BC$Z E OXIDES: IN AGGORDANGE w/ REQUIREMENTS OF ANPA P-5. 2. FIRE -RETARDANT (AND PRESERVATIVE): a. INTERIOR GRADE: "INTERIOR TYPE A" PER AWA 620 FOR LUMBER AND G27 FOR PLYWOOD. ,DRIGoN1' BY HICKSON (FORMERLY KOPPERS) OR 'PYRO-GUARD" BY HOOVER. INORGANIC SALTS FOR PRE55L RE IMPREGNATION OF HOOD; GHEMIGAL REACT TO TEMPERATURE BELOW THE IGNITION TEMPERATURE OF WOOD REDUCING FLAMMABLE VAPORS AND PRODUCING PROTEGTIVE CHAR ON THE SURFACE OF THE WOOD. G. GLEAN AND PREPARE 5ORFAGE5 TO RECEIVE WATERPROOFING IN AGGORDANGE WITH MANUFACTURER'S INSTRUCTIONS. A. SEAL CRACKS AND JOINTS WITH SEALANT MATERIALS USING DEPTH TO WIDTH RATIO AS REGOMMENDED BY SEALANT MANUFACTURER. I. APPLY EXTRA THIGKNE55 OF WATERPROOFING MATERIAL AT CORNERS, INTERSECTIONS, ANGLES, AND OVER JOINTS. J. DO NOT PERMIT TRAFFIC OVER UNPROTECTED OR UNCOVERED MEMBRANE 0"7200 INSULATION PART I - GENERAL A. FOR INSULATION REQUIRED AT DUCTWORK, PLUMBING LINES. ETC., SEE MECHANICAL / ELECTRICAL SPECIFICATIONS AND DRAWINGS. B. TENANT SHALL PROVIDE HATERPROOFING PROTECTION BENEATH ITS FINISH FLOORING AT AREAS WITH PLUMBING. TENANT SHALL SLEEVE, FIRESTOP, FLASH AND GAULK ALL PENETRATIONS OF FLOORS 50 THAT ODORS OR LIQUIDS WILL NOT PENETRATE THE SLAB AT THESE OPENINGS. SUCH SLEEVES SHALL BE INSTALLED ACCORDING TO THE LANDLORD STANDARD DETAIL. O'1900 JOINT SEALERS / CAULKING PART I - GENERAL A. EXPANSION JOINT MATERIAL, SEALANTS AND JOINT BACKING FOR JOINTS BETWEEN DISSIMILAR MATERIALS. I. 51LIGONE SEALANTS (TYPE 5): ASTM G420, SINGLE COMPONENT, NON-5AG6146, NON-5TAININ6, NON-BLEEDING; FOR USE AS GENERAL GAULKIN6; COLOR TO MATCH ADJACENT SURFAGES, MANUFACTURER BY GE SILICONES OR EQUAL. 2. JOINT BACKING: ROUND, OPEN GRI POLYETHYLENE FOAM ROD. PART 2 - PREPARATION / EXEGUTION A. REMOVE LOOSE MATERIALS AND FOREIGN MATTER WHIGH MIGHT IMPAIR APHE51ON OF SEALANT. B. GLEAN AND PRIME JOINTS IN AGGORDANGE WITH MANUFACTURER'S INSTRUCTIONS. G. PROTECT ELEMENTS SURROUNDING THE WORK OF THIS SECTION FROM DAMAGE OR 0151`I6URATION. D. INSTALL SEALANT IN ACGORDANGE WITH MANUFACTURER'S INFTRUGTIONS. b. EXTERIOR GRADE OR HIGH HUMIDITY CONDITIONS: EXTERIOR TYPE E. INSTALL JOINT BACKING. PER ANPA. "EXTERIOR FIR -X" BY HOOVER FIRE RETARDANT F. APPLY SEALANT WITHIN REGOMMETIDED APPLICATION MONOMERIC RE51N5 FOR PRE55URE IMPREGNATION OF WOOD WHIGH TEMPERATURE RANGES. GONSULT MANUFACTURER WHEN SEALANT AL50 MUST PROVIDE PROTECTION FROM HIGH HUMIDITY LEVEL'i CANNOT BE APPLIED WITHIN THESE TEMPERATURE RANGES. AND/OR DIREGT WATER CONTACT. END OF DIVISION PART 2 -PREPARATION / EXECUTION DIVISION 08000 - DOORS AND WINDOWS A. DELIVER TREATED MATERIALS BUNDLED AND MARKED TO IDENTIFY TREATMENT. ITE 438 E. HIL50N B. STORE TREATED MATERIALS FOR EASY IDENTIFICATION AND PROTECT FROM 08100 RiOLLOW METAL DOORS AND FRAMES MOISTURE; PROVIDE YELL -VENTILATED DRY STORAGE. PART I - GENERAL G. HANDLE TREATED MATERIALS IN AGGORDANGE WITH AIWA STANDARDS. IN A INTERIOR HOLLOW METAL DOORS AND FRAMES FOR INSTALLATION ADDITION TO MATERIAL USED IN TREATMENT, FURNISH ADDITIONAL MATERIAL RECORD: AT DRYWALL AND METAL STUD PARTITIONS. FOR FIELD TREATMENT GUTS. 438 E. WILSCN BRIDGE RD. D. FIELD GUTS AND HOLES: FIELD -TREAT IN ACCORDANCE WITH ANPA M-4. I. DOORS - 13/4" THICK FLUSH MOUNTED 'TYPE B" AS , OH 43085 PHONE: (614) MANUFACTURED BY STEELGRAFT. SURFACES TO BE FAX: (614) 36-6023 PHO5PHATIZED AND RECEIVE ONE GOAT BAKED ON PRIMER Q6400 ARCFII1TG111RAI. WOODWORKS V READY TO RECEIVE PAINT. FINISHED HOODS SHALL BE OF THE TYPE SPECIFIED IN THE PLANS AND SHOULD M Q a. SEE DOOR SCHEDULE FOR REQUIRED HARDWARE. COMPLY WITH PREMIUM GRADE WORK A5 DESCRIBED IN "ARGHITEGTURAL b. PROVIDE 8 GA. REINFORCEMENT AT HINGES, AND 14 GA. WOODWORK QUALITY STANDARDS' PUBLISHED BY THE ARCHITECTURAL WOODWORK REINFORCEMENT AT LOCK AND CLOSERS. INSTITUTE. T 2. FRAMES - 2" FRONT FACE - 16 GA. HOLLOW METAL WITH THE WOOD SHALL BE STRAIGHT AND FREE OF BLEM15HE-5 AND OF SUFFICIENT GONTINUOUSLY YIELDED CORNERS. 5LRFAGE5 TO BE LENGTH TO PERMIT A MINIMUM WMBER OF JOINTS. CONDITION WOODWORK TO = cc PH05PHATIZED AND RECEIVE ONE GOAT BAKED ON PRIMER PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. READY TO RECEIVE PAINT. V a. PROVIDE 8 REINFORCEMENT AT HINGES AND 14 GA. INSTALL WOODWORK PLUMB, LEVEL, TRUE AND STRAI6HT WITH NO DISTORTIONS. C3J REINFORCEMENT AT LOCK AND CLOSERS. SHIM A5 REQUIRED USING CONGEALED SHIMS. INSTALL TO A TOLERANCE Or I/8" OM 8'-0" FOR PLUMB AND LEVEL AND WIT NO VARIATIONS IN FLUSHNESS OF ADJOINING REVISED: b. INSTALL ADJUSTABLE LAMB ANCHOR 4" DOWN FROM FEAR SURFACES. ANCHOR WOODWORK TO ANCHORS, OR BLOGKING BUILT-IN, OR AND WELDED -IN BASF ANCHOR AT EACH JAMB. DIRECTLY ATTACHED TO SUBSTRATE. SECURE WITH GONGEALED FASTENERS. PART 2 -PREPARATION /EXECUTION ALL SURFACES SHALL BE SANDED TO A SMOOTH SURFAGE, READY FOR 5TAININ67 A. INSTALL/FRAMES IN AGGORDANGE WITH 5DI-100. OR FIN15H PAINTING AS PER DETAILS AND SGHEDULES. B, COORDINATE WITH WALL CONSTRUCTION FOR ANCHOR PLACEMENT. 06410 HARDWAM G. GOORINDATE INSTALLATION OF FRAMES WITH INSTALLATION OF SPECIE CATIONS HARDWARE SPECIFIED INDOOR SCHEDULE AND DOORS. HARDWARE SHALL BE OF THE TYPE, FINISH AND MANUFACTURER SHOWN. I. FOLLOW DOOR HARDWARE INSTITUTE (DHI) GUIDELINES. MANUFACTURER'S GATAL06 NUMBERS USED HEREIN ARE INTENDED TO INDICATE THE QUALITY REQUIRED. ALTERNATE MANUFACTURERS AND PRODUCTS MAY BE SUBMITTED TO THE TENANT FOR SUBSTITUTION APPROVAL. NO OTHERS SHALL BE 08200 1104000 DOORS AND FRAMES ACCEPTABLE. PART I -GENERAL FURNISH HARDWARE TEMPLATES IN A TIMELY MANNER TO THE VARIOUS AFFECTED A. FLUSH WOOD DOORS, TRANSOM PANELS, GLAZED PANELS BOTH 50LID TRADES FOR COORDINATION OF THEIR HORK. AND HOLLOW GORE DOORS A5 NOTED ON DOOR SCHEDULE. 06424 LAMINATES B. FIRE RATED DOORS WHERE GALLED FOR SHALL BE MANUFACTURED TO ACHIEVE FIRE RATED A55EMBLY OF WALL WHERE THEY ARE TO BE PART I - GENERAL INSTALLED. A. INSTALL HIGH PRE55LRE LAMINATES A5 SPEGIFIED IN FIN15H SCHEDULE AND A5 G. PERFORM WORK IN AGGORDANGE WITH AHI QUALITY STANDARD DETAILED IN DRAWINGS. SECTION 1300. PART 2 - PREPARATION / EXEGUTION D. FIN15H DOORS IN AGCORDANGE WITH AHI QUALITY STANDARD A. FOLLOW MANUFACTURERS GUIDELINES AND RECOMMENDATIONS SECTION 1500. FOR ADHESIVE AND SUBSTRATE PREPARATION. E. MANUFACTURER-. COMPANY SPECIALIZING IN MANUFACTURING THE B. SEE MILLWORK SECTION FOR TYPICAL NOTES AND REFERENCES. PRODUCTS SPECIFIED IN THIS SECTION WITH MINIMUM THREE YEARS EXPERIENCE. END OF DIV15ION DIVISION 01000 - THERMAL AND MOISTURE PROTECTION F. FIRE DOOR AND PANEL GONSTRUGTION: CONFORM TO ASTM E152 AND NEPA 252. 0'1100 FLUID APPLIED WA4TERPROORN6 6. VENEER FACING, FLUSH INTERIOR DOORS: AWI PREMIUM QUALITY PART I - GENERAL SPECIES WOOD, WITH MATCHING GRAIN, FOR PAINT OR TRANSPARENT A. FLUID APPLIED EPDXY BASED R ASTOMERIC MEMBRANE FINISH A5 NOTED ON SGHEDUI F. WATERPROOFING INSTALLED BELOW FINISH FLOOR PART 2 - PREPARATION /EXECUTION MATERIALS AT LAVATORY OR AREAS WITH PLUMBING 5TUB5 AND FIXTURES PENETRATING FLOORS. A. FABRICATE NON -RATED DOORS IN AGGORDANGE WITH ANI QUALITY B. GENERAL GONTRAGTOR SHALL COORDINATE SPEGIFIG STANDARD REQUIREMENTS. PRODUCTS WITH MALL MANAGEMENT AND REVIEW STANDARD B. FA13RIGATE FIRE DOORS IN ACCORDANCE WITH AWI QUALITY REGOMMENDATIONS AND PROCEDURES AS SET FORTH IN MALL STANDARDS AND TO UL REQUIREMENTS. ATTACH FIRE RATING LABEL CONSTRUCTION CRITERIA MANUALS. TO DOOR. G. PRODUCTS: G. FACTORY MACHINE DOORS FOR FINISH HARDWARE IN ACCORDANCE I. GRACE CONSTRUCTION PRODUCTS, CAMBRIDGE, MA. (800)-444-645Q, OR EQUAL KITH HARDWARE REQUIREMENT AND DIMENSIONS. DO NOT MACHINE AS FOLLOYNS: FLOOR SLAB: PROGOR 10, (5.H.5 PARTITION (6" ABOVE SLAB, :F O FOR SURFACE HARDWARE. [PROVIDE 50LID BLOCKING FOR THROUGH PERIMETER LAVATORY): PROCOR 20. BOLTED HARDWARE a. TESTING SHALL BE ASTM Eqb - TEST METHODS FOR D. VERIFY THAT OPENING 51ZE5 AND TOLERANGES ARE ACCEPTABLE. NATER VAPOR TRANSMISSION OF MATERIALS. D. PERFORM WORK IN AGGORDANGE WITH NRGA WATERPROOFING MANUAL. E. DO NOT INSTALL DOORS IN FRAME OPENINGS THAT ARE NOT PLUMB E. FURNISH PRODUCT DATA AND CERTIFICATES IF REQUESTED BY OR ARE OUT OF TOLERANCE FOR 51ZE OR ALIGNMENT. LANDLORD. F. INSTALL DOORS IN ACCORDANCE WITH MANUFACTURERS PART 2 - PREPARATION / EXECUTION INSTRUCTIONS. A. VERIFY SUBSTRATE SURFACES ARE FREE OF FROZEN MATTER, DAMPNESS, G. TRIM NON -RATED DOOR WIDTH BY GUTTING EQUALLY ON BOTH JAMB L005E PARTICLES, CRACKS, PITS, PROJECTIONS, PENETRATIONS, OR EPs. FOREIGN MATTER DETRIMENTAL TO ADHESION OR APPLICATION OF H. TRIM DOOR HEIGHT BY GUTTING BOTTOM EDGES TO A MAXIMUM OF WATERPROOFING SYSTEM. 3/4 INCH. TRIM FIRE DOOR HEIGHT AT BOTTOM EDGE ONLY, IN B. VERIFY THAT W35TRATE SURFACES ARE SMOOTH, FREE OF HONEYCOMB ACCORDANCE WITH FIRE RATING REQUIREMENTS. OR PITTING, AND NOT DETRIMENTAL TO FULL CONTACT BOND OF I. ADJUST DOOR FOR SMOOTH AND BALANCED DOOR MOVEMENT. WATERPROOFING MATERIALS. G. VERIFY ITEMS WHIGH PENETRATE SURFACES TO RECEIVED J. ADJUST CLOSER FOR FULL CL05URE. WATERPROOFING ARE SEGURELY INSTALLED. D. APPLY WATERPROOFING MATERIAL IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. E. EXTEND MEMBRANE OVER GANTS AND UP INTERSECTING SURFACES AT MEMBRANE PERIMETER MINIMUM 6 INCHES. F. PROTECT ADJACENT SURFACES NOT DESIGNATED TO RECEIVE WATERPROOFING. 08410 - ALLHINUM ENTRANCES AND STORMFRONTS PART I - GENERAL 1.01 Description A. Furnish all necessary materials, labor and equipment for the complete installation of aluminum framing as shown on the drawings and specified herein. B. Fixed window framing shall be 14000 Series Flush Glaze (41/2" x 4-1/2") as manufactured by Tubelite Inc., Reed City, Michigan. Whenever substitute products are to be considered, supporting technical literature, samples, drawings and performance data must be submitted ten (10) days prior to bid in order to make a valid comparison of the products involved. G. Test reports certified by on independent laboratory must be made available upon request. 1.02 Performance Requirements A. Air infiltration shall not exceed .06 GFM/F1:2 when tested in accordance with ASTM E-283 at a test pressure of 624 PSF. B. There shall be no uncontrolled water entry when tested in accordance with ASTM E-331 "Water Penetration of Exterior Windows, Gurtainwolis and Doors by Uniform Static Air Pressure Difference" at a test pressure of 15 PSF. G. There shall be no uncontrolled water entry when tested in accordance with AAMA 501.1-94 at a dynamic pressure equivalent of 15 PSF. D. Structural performance per ASTM E530 shall be based on a maximum allowable deflection of L/175 of the span or 3/4" maximum. The system shall perform to those criteria under a wind load of (architect specify) PSF. E. There shall be no buckling, stress on glass, edge seal failure, excess stress on curtainwall structure, anchors and fasteners or reduction in performance when tested in accordance with AAMA 501.5-q8 at a temperature range of Olt to 180!6 F. F. There shall be no 'Life/Safety" type failures (glass breakage, anchor failures, or structural damage) when tested in accordance with AAMA 501.4, seismic test (lateral cycling). G. Thermal transmittance due to conduction (Uc) shall not be greater than .60 - poured 8 debridged only (or .63 - slotted only) BTU/Hr/Ft2/F degree when tested in accordance with AAMA 1503•-q8. Condensation Resistance Factor (CRF) shall not be less than 56 - poured 4 debridged only (or 53 - slotted only) when tested in accordance with AAMA 1503-98. H. The system shall have a Sound Transmission Glass (5TG) rating of 32 and an Outdoor -Indoor Transmission Glass (OITC) rating of 21b when tested in accordance with ASTM E90-97, ASTM E413-87 (reapproved 1994) and ASTM E1332-90. PART 2 - PRODUCTS 2.01 Materials A. Extrusions shall be of aluminum alloy 6063-T5 extruded within commercial tolerance and free from defects Impairing strength and/or durability. Main framing sections to be of .075 inch minimum wall thickness and glazing stop moldings of .060 inch thickness. B. Screws, bolts and all other accessories to be compatible with the aluminum under normal service conditions. G. Glazing shall be by means of an exterior and interior roll -in wedge of high quality extruded elastomeric material. Optional: Thermal barrier shall be a two-part chemically curing, unfilled polyurethane casting resin poured in place for perimeter members. Intermediate vertical members shall be slotted for efficient thermal performance. 2.02 Finish A. All exposed framing surfaces shall be free of scratches and other serious blemishes. Finish to be (anodized aluminum): 3.01 Installation Shall be in accordance with the manufacturer's installation instructions and the approved shop drawings. Standard Entrances PART I - GENERAL 1.01 Description A. Furnish all necessary materials, labor and equipment for the complete installation of aluminum entrance doors, door frames and hardware as shown on the drawings and specified herein. B. Doors and frames shall be as manufactured by Tubelite Inc., Reed City, Michigan. Yhenever substitute products are to be considered, supporting technical literature, samples, drawings and performance data must be submitted ten (10) days prior to bid in order to make a valid comparison of the products involved. G. Test reports certified by an independent laboratory must be made available upon request. PART 2 - PRODUCT 2.01 Materials A. Extrusions shall be of aluminum alloy 6063-T5 extruded within commercial tolerance and free from defects impairing strength and/or durability. Door stile and roll sections to be a minimum of .125 inch wall thickness. Door frame sections to be of .080 inch minimum wall thickness, with glazing and door moldings a minimum of D50 inch. B. Steel tension rods of .375 inch diameter shall run the full width of the top and bottom rails and shall be fixed with steel plates and lock nuts. G. Door glazing shall be by means of an interior and exterior fixed gasket of high quality extruded elastomeric material. Door frame members shall have a continuous wool pile/vinyl fin weatherstripping at the head and jamb members. Bottom rail weatherstrip at threshold optional (architect specify). Door stops shall be of snap -in design on butt hinge and offset pivot applications, eliminating use of exposed screws. D. All door and frame members shall be accurately fitted to flush hairline joints. E. All Stock (Narrow Stile) Doors shall have on adjustable setting block in the top roll. 2.02 Hardware A. Stock Entrance Doors and Frames shall have standard hardware as furnished by TubeliteO as follows: Butt Hinged Doors P 092 Mortised Ball Bearing Hinges P 1565 Push Bar P 1564 Pull Handle E 0014 1/2" x 4" Threshold P 1420 Deadbolt M5 Lock P 1409 Lock Faceplate, or P 1408 Lock Faceplate (pairs of doors) * P 2100 Tubelite/LGN Surface Gloser P 059 Flush Bolts (pairs of doors) *Door closers are not included in standard door pricing. Contact manufacturer for door closer information. 2.03 Finish A. All exposed framing surfaces shall be free of scratches and other serious blemishes. Finish to be (anodized aluminum): 3.01 Installation Shall be in accordance with the manufacturer's installation instructions and the approved shop drawings. 08'710 DOOR? HARDWARE PART I - GENERAL A. FURNISH AND INSTALL FINISH HARDWARE FOR INTERIOR AND EXTERIOR DOORS AND ROLLING GRILLES. B. SEE DOOR SCHEDULE FOR SPEGIFIG ITEMS, MANUFACTURERS AND MODEL NUMBERS. TEMPLATES SHALL BE FURNISHED FOR USE IN FIELD. G. FOLLOW PHI (DOOR AND HARDWARE INSTITUTE) STANDARDS AND GUIDELINES AND AHI (AMERIGAN WOODWORKING INSTITUTE) STANDARDS FOR HARDWARE INSTALLED ON WOOD DOORS. D. FURNISH ONNER WITH MAINTENANCE DATA, MAINTENANCE PROGEOURES, MANUFAGTURERS WARRANTIES AND SPECIAL TOOLS. E. FINI5HE5: BRUSHED CHROMIUM 05 - 260) F. KEYING I. GENERAL CONTRACTOR TO GOORDINATE KEYING AND MASTER KEYING WITH CONSTRUCTION MANAGER. 2. GENERAL CONTRACTOR TO INSTALL GONSTRUCTION GORES DURING CONSTRUCTION AND REPLACE WITH PERMANENT AT END OF JOB PRIOR TO TURN -OVER. G. PROVIDE COMMERCIAL GRADE HARDWARE, GOMPLYIN6 WITH PROJEGT SPEGIFICATIONS, IN SETS ACCORDING TO THE SGHEDUI F HEREIN AND ON DOOR SCHEDULE DRAWING. REFER TO DOOR SGHEDULE HARDWARE. EQUIVALENT HARDWARE FROM A MANUFACTURER AS LISTED BELOW 15 AGGEPTABLE: BEST SGHLAGE STANLEY I. HINGES: STANLEY F13131% 4 1/2" x 4 1/2" x U5260, NRP, OR EQUAL. EXTERIOR DOORS TO RECEIVE TAMPERPROOF BUTTS. 2. LOGK5ET5/LATGHE5: LOGKSET -- SEE DOOR SGHEOULE PRIVACY SET -- SEE DOOR SCHEDULE LOGKSETS TO RECEIVE INTERGHANGEABLE GORE CYLINDERS. SEE KEYING NOTES ( THIS SEGTiON ). 3. CLOSERS: SEE DOOR SCHEDULE 4. THRESHOLDS, SWEEPS AND HEATHER STRIPPING: PEMKO - THERMAL BARRIER SADDLE THRESHOLD #252X2AF6, MAXIMUM HEIGHT 1/2", OR EQUAL. PEMKO - DOOR BOTTOM SWEEP #315GN, OR EQUAL. PEMKO - RIGID JAMB YEATHERSTRIP #303AV, OR EQUAL. 5. STOPS, KIGKPLATES AND 511 ENGER : SEE DOOR SGHEDULE 6. EXIT DEVICE: "OETEX" EGL -2300 (SHORT BAR) EX15T CONTROL LOCK PART 2 - PREPARATION / EXECUTION A. COORDINATE THE WORK WITH OTHER DIRECTLY AFFECTED SECTIONS INVOLVING FABRICATION OF WALL INTERNAL REINFORCEMENT FOR DOOR HARDWARE AND REGE55ED ITEMS. B. VERIFY THAT DOORS AND FRAMES ARE READY TO RECEIVE WORK AND DIMENSIONS ARE A5 INDICATED. G. INSTALL HARDWARE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. D. USE TEMPLATES PROVIDED BY HARDWARE ITEM MANUFAGTURER. E. WHEREVER GUTTING AND FITTING 15 REQUIRED TO INSTALL HARDWARE ONTO OR INTO SURFACES WHIGH ARE LATER TO BE PAINTED OR OTHERWISE FINISHED, INSTALL EACH ITEM COMPLETELY, THEN REMOVE AND STORE DURING APPLICATION OF FINISHES. REINSTALL UPON COMPLETION OF FINISHING OPERATIONS. SPACE FASTENERS AND ANGHORAGES AS INDICATED OR IN ACCORDANCE WITH FACTORY STANDARDS. F. ADJUST HARDWARE FOR SMOOTH OPERATION. 08800 6LAZIN6 PART I - GENERAL A. FURNISH AND INSTALL A GOMPLETE SYSTEM OF GLASS, GLAZING CHANNELS, SEALANT, SETTING BLOCKS AND ACCESSORIES AS SHOWN AND DETAILED ON THE DRAWINGS. B. SEE PLANS AND ELEVATIONS FOR SIZE AND NUMBER OF PANES. G. FOLLOW REGOMMENDATIONS FOR INSTALLATION CONTAINED IN THE FGMA (FLOAT GLASS MANUFACTURERS ASSOCIATION) GLAZING AND SEALANT MANUALS AS HELL AS SIGMA (SEALED INSULATED GLASS MANUFAGTURERS A550CIATIOW FOR INSULATED GLASS. D. IT IS THE GLAZING GONTRACTORS SOLE RESPONSIBILITY TO VERIFY THAT THE 61-A55 15 51ZED TO WITHSTAND DEAD LOADS, P051TIVE AND NEGATIVE LIVE LOADS ACTING NORMAL TO PLANE OF GLASS AS GALGULATED IN AGGORDANGE WITH LOCAL AND STATE CODES. E. MATERIAL FOR INTERIOR STOREFRONT 6LA55: I. CLEAR 6LA55 - ASTM G1048, FT -FULLY TEMPERED, QUALITY -q3 GLAZING SELECT. 2. THICKNESS AS SHOWN ON PLAN. 3. EACH INDIVIDUAL PANE TO RECEIVE TEMPERED STAMP INDIGATING SUCH. PART 2 - PREPARATION / EXECUTION A. VERIFY THAT OPENINC75 FOR GLAZING ARE GORREGTLY 51ZED AND WITHIN TOLERANCE. B. VERIFY THAT SURFAGES OF GLAZING CHANNELS OR REGE55E5 ARE GLEAN, FREE OF OBSTRUCTIONS THAT MAY IMPEDE MOISTURE MOVEMENT, YE :15 ARE CLEAR, AND READY TO RECEIVE GLAZING. G. GUT GLASS PANES TO ACCURATE i1ZE5 ALLOWING FOR EDGE GI FARANCES AND TOLERANGES. D. INSTALL SEALANTS RECOMMENDED BY MANUFACTURER WHIGH ARE COMPATIBLE WITH MATERIALS THEY WILL BE IN CONTACT WITH. E. REMOVE GLAZING MATERIALS FROM FIN15H SURFACES. F. REMOVE LABELS AFTER WORK IS GOMPLETE. G. GLEAN 6LA55 AND ADJACENT SURFAGES. DIVISION 04000 - FINISHES 04120 CEILING 5U -9%110N SYSTEMS PART I - GENERAL A. PROVIDE ACOUSTICAL PANEL GEILING WITH EXPOSED SUSPENSION GRID, A5 SHOWN ON THE DRAWINGS. B. SUSPENSION SYSTEM AND AGOUSTIG PANELS AS L15TED ON REELEGTED CEILING PLAN SHEET. PART 2 - PREPARATION / EXECUTION A. AT TIME OF COMPLETION, DELIVER TWO PAGKAGES OF ACOUSTIC, PANELS TO THE OWNER OF EACH TYPE OF MATERIAL USED, FOR FUTURE REPLACEMENT USE. B. COMPLY WITH ASTM G 635 FOR INTERMEDIATE - DUTY 6LA55 SYSTEM. 51ZE ATTACHMENT DEVICES FOR FIVE (5) TIMES DESIGN LOAD. HANGER WIRE SHALL BE GALVANIZED CARBON STEEL, ASTM Ab -41, SOFT TEMPER, PRE -STRETCHED, 12 GA. MINIMUM. G. GOMPLY WITH MANUFACTURER'S PRINTED INSTRUGTIONS AND WITH GOVERNING REGULATIONS, FIRE-RE515TANGE RATING REQUIREMENT AND WITH INDUSTRY STANDARDS APPLICABLE TO THE CODE. D. INSTALL SUSPENSION SYSTEM TO COMPLY WITH ASTM G 636, WITH HANGERS SUPPORTED ONLY FROM BUILDING STRUCTURAL MEMBERS. LOCATE HANGERS NOT LE55 THAN W FROM EACH END AND SPACE 4'-0" ALONG EACH GARRYIN6 CHANNEL OR DIREGT-HUNG RUNNER. SEGURE WIRE HANGERS BY LOOPING AND WIRE TYING, EITHER DIRECTLY TO STRUCTURES OR TO INSERTS, EYE-SGRFJ^I! OR OTHER DEVIGES WHIGH ARE SECURE AND APPROPRIATE FOR SUBSTRATE. E. INSTALL EDGE MOLDINGS AT PERIMETER OF ACOUSTICAL GEILIN6 AREA. AND Al LOGATIONS WHERE NECE55ARY TO CONGEAL EDGES OF AGOUSTIGAL UNITS. F. INSTALL ACOUSTICAL PANELS IN COORDINATION WITH SUSPENSION SYSTEM, WITH EDGES CONGEALED BY SUPPORT OF SUSPENSION MEMBERS, SCRIBE AND GUT PANELS TO FIT ACCURATELY AT BORDERS AND PENETRATIONS. G. INSTALL HOLD-DOWN GLIPS IF REQUIRED BY CODE. 09250 GYPSUM HOARD SYSTEMS PART I - GENERAL A. INSTALL ALL GYPSUM DRYWALL SYSTEMS COMPLETE WITH PARTITION FRAMING GEILIN6 SUSPENSION 5Y5TEM5 AND RELATED AGGE55ORIE5, PARTS, MATERIALS, ETC. A5 SHOWN ON DRAWINGS. TYPE "X" - UNLESS NOTED OTHERWISE TYPE "W" (WATERPROOF) - AT PLUMBING WALLS I. METAL STUD FRAMING SHALL BE GOLD ROLLED - SEE DIVISION #05000. B. PROVIDE MATERIALS, JOINT COMPOUNDS AND EDGES/BEADS FROM A SINGLE SOURCE SUPPLIER. G. IF APPLICABLE THE GENERAL CONTRACTOR AND/OR HI5/HER SUBCONTRACTOR TO PROVIDE AND INSTALL WHERE INDICATED A NEW REAR EXIT DOOR OR BRING EXISTING REAR EXIT DOOR TO "LIKE NEW" CONDITION, PAINT BOTH INTERIOR AND EXTERIOR OF DOOR 5EMI-61-055 PAINT, COLOR TO MATCH ADJACENT HALL SURFACE. FURNISH AND INSTALL 4" HIGH STENCILED LETTERS ON EXTERIOR 51DE OF DOOR INDICATING NAME OF STORE AS PER LANDLORD/BUILDIN6 SERVIGE DOOR 516NAGE REQUIREMENTS. REFURBISH, IF EXISTING, OR INSTALLING NEW AUDIBLE PANIC BAR A55BABLY AND NEW AD.A. GOMPLAINT CLOSER, SEE DOOR SCHEDULE FOR ADDITIONAL DOOR REQUIREMENTS. PART 2 - PREPARATION / EXEGUTION A. INSTALL GYPSUM BOARD IN AGGORDANGE WITH MANUFACTURER'S INSTRUCTIONS. MANUFACTURERS: UNITED STATE GYPSUM, GOLD BOND OR EQUAL. B. INSTALL GEMENTITIOUS BAGKER BOARD AT ALL AREAS TO RECEIVE CERAMIC, TILE AREAS OR A5 SHOWN ON DRAWINGS. G. ERECT SINGLE LAYER IN MOST ECONOMICAL DIRECTION WITH ENDS AND ED6E5 OGGURRING OVER FIRM BEARING. D. USE 5GREY45 WHEN FASTENING GYPSUM BOARD TO METAL FURRING OR FRAMING. E. TAPE, FILL AND SAND EXPOSED JOINTS, EDGES AND CORNERS TO PRODUGE SMOOTH SURFACE READY TO RECEIVE FIN15HE5. F. FEATHER GOATS ONTO ADJOINING SURFACES. G. INSTALL MINIMUM 3 GOATS 5PAGKLIN6 COMPOUND SANDING BETHEEN EACH SUCCESSIVE GOAT. 09300 TILE PART I - GENERAL A. CERAMIC TILE: REFER TO FINISH SCHEDULE FOR SIZES, COLORS AND MANUFACTURERS. B. INSTALL GROUT AS RECOMMENDED BY THE TILE MANUFACTURER. COLOR OF WALL GROUT TO BE INDICATED ON THE FINISH SCHEDULE. PART 2 - PREPARATION / EXECUTION A. BEFORE SETTING ANY TILE, THE GONTRAGTOR SHALL A55URE HIMSELF THAT NO TILE WILL HAVE TO BE REMOVED AFTER INSTALLATION TO AGGOMMODATE THE WORK OF OTHER TRADES. ALL GUTTING, FITTING, DRILLING AND GRINDING OF THE HORK, WHERE NECESSARY IN RELATION TO THE WORK OF OTHER TRADES, SHALL BE PERFORMED 50 THAT THE WORK WILL BE NEATLY AND AGCURATELY DONE AND GUT EDGES SHALL BE UNIFORM. B. CONFORM TO REQUIREMENTS UNDER AMERICAN NATIONAL STANDARDS INSTITUTE AN51 A-137.1 FOR CERAMIC TILE MATERIAL AND ANSI A-108 SERIES FOR INSTALLATION. G. INSTALL WITH LATEX PORTLAND GEMENT MORTAR CONFORMING TO AN51 A-118.4 FOR MATERIAL AND AN51 A-108.5 FOR INSTALLATION. D. SLOPE FLOOR TILE TO DRAINS A5 REQUIRED. WITH THIN-5ET INSTALLATIONS, THE SUBSTRATE MUST AL50 BE SLOPED TO DRAIN. E. LAY OUT TILE PATTERN SYMMETRICALLY WITH EVEN JOINT ON ALL FLOOR AND WALL SURFACES. LAY TILE SQUARE AND BEGIN LAYING FROM THE CENTER AX15 OF THE FLOOR AND WALL AREAS. F. GUT AND DRILL TILE A5 REQUIRED WITHOUT MARRING TILE, GRIND AND FIT AROUND FIXTURES, ETC., LEAVE COMPLETED WORK FREE FROM CRACKED, BROKEN, OR DAMAGED TILE. G. JOINTS: 1/4" WIDE FOR FLOOR TILE. GROUT THE JOINTS FULL U51N6 GROUT COLOR A5 SELECTED. s 5 t#ARI 600064 ARCHITECT OF RECORD: WILLIAM P. ITE 438 E. HIL50N BRIDGE RD. SUITE 100 I/qORTHIN(5TOq, OH 43085 PHONE: (614) 436-0100 FAX: (614) 43b-6023 ENGINEER OF RECORD: DAVID H. MUI LEN 438 E. WILSCN BRIDGE RD. SUITE 100 HORTHINGTO , OH 43085 PHONE: (614) 36-0100 FAX: (614) 36-6023 V M M Q CID r Q T }.CD• tiJ Q = cc Q v V C3J ISSUED: I I-04 REVISED: 7-12-0 LANDLORD COMMENTS *INDICATES NO REVISION THIS SHEET ARCH. PROJ. NO LI05-004 PLOT DATE: 7-12-04 DRAWN BY: TW CHECKED BY: STAFF SPECIE CATIONS SP2nO H. GLEAN WORK WITH 50AP AND CLEANSER. USE NO ACID. REMOVE MORTAR WITH DAMP CLOTHS BEFORE MORTAR 15 SET. PROTECT ADJACENT SURFACES DURING INSTALLATION, AND LEAVE GLEAN. I. COVER ALL FLOOR TILE -5 WITH HEAVY DUTY, NON5TANDIN6 CONSTRUCTION PAPER, MASKED IN PLACE. J. PROTECT HEAVILY TRAVELED, NEWLY TILED AREAS FOR SEVEN (7) DAYS. 04650 RESILIENT FLOORING= PART I - GENERAL TOLI FLOORING VINYL FLOOR TILE. INSTALLER QUALIFICATIONS: INSTALLER EXPERIENGED IN PERFORMING WORK OF THIS SECTION HHO HAS SPECIALIZED IN INSTALLATION OF WORK 51MILAR TO THAT REQUIRED FOR THI5 PROJEGT. PROVIDE THE MATERIAL STORED IN AREAS THAT ARE FULLY ENG105ED, HEATHER TIGHT WITH THE PERMANENT HVAC SYSTEM SET AT A UNIFORM TEMPERATURE OF 65-80 DEGREES F FOR 48 HR5 PRIOR TO INSTALLATION. PROVIDE ENVIRONMENTAL REQUIREMIENT5 AND CONDITIONS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND GLEAN, FULLY ENGLO5ED, HEATHER TIGHT WITH THE PERMANENT HVAG 5ET AT A UNIFORM TEMPERATURE OF 65-80 DEGREES F FOR A MINIMUM OF SEVEN DAYS PRIOR TO INSTALLATION. THE FLOORING MATERIAL SHOULD BE CONDITIONED IN THE SAME MANNERA AND A MINIMUM TEMPERATURE SHALL BE A MINIMUM OF 55 DEGREES F AFTER INSTALLATION. PROVIDE TEMPERATURE REQUIREMENT5A5 SUCH: MAINTAIN AIR TEMPERATURE IN 5PAGE5 HHERE PRODUCTS HILL BE INSTALLED FOR TIME PERIOD BEFORE, DURING, AND AFTER INSTALLATION. DO NOT INSTALL TILE FLOORING OVER CONCRETE SUBSTRATES UNTIL 5UB5TRATE5 HAVE CURED AND ARE DRY TO BOND WITH APHE51VE A5 DETERMINED BY TEST METHODS. PROVIDE MANUFACTURER'S WARRANTY PERIOD: 10 YEAR LIMITED WARRANTY COMMENCING ON DATE OF SUBSTANTIAL COMPLETION. TOLI INTERNATIONAL. CONTACT: 55 MALL DRIVE, COMMACK, N.Y. 11725, TELEPHONE 800-446-5476, OR 631-864-4343. FAX 631-864-8151. I. DE5GRIPTION: SOLID VINYL FLOOR TILE. 2. CLASSIFICATION: A5TM F-1700-99, CLA55 III PRINTED FILM VINYL TILE (TOLI LIGHTSTONE 50LID VINYL). 3. 51ZE: 17.7 X 17.7 (450 MM X 450 MM) 4. GAUGE: I/60MAL .120 5. PATTERN AND COLOR: TOLI LIG44T5TONE 8331 "CONCRETE' 6. RECOVERY FROM LONG TERM INDENTATION PER A5TM F q70 -iia TE5T METHOD FOR STATIC LOAD LIMIT: 1500 P51. 7. ADHESIVE: TOLI 5050 OR TOLI 900, AS REQUIRED, BASED ON REGOMMENDED U5E OF FINISHED FLOOR. PROVIDE A5 REQUIRED: PATCHING COMPOUND: COMPLY WITH A5TM F 710-98 STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO RECEIVE RESILIENT FLOORING. COMPLY WITH MANUFACTURER'S INSTALLATION IN5TRUGTION5 AS PUBLISHED IN TOLI INSTALLATION GUIDE. PROTECT ADJACENT HORK AREAS AND FINISH 5LRFAGE-5 FROM DAMAGE DURING PRODUCT INSTALLATION. REFERENGE STANDARD A5TM F 710-98 STANDARD PRACTICE FOR PREPARING CONCRETE FLOORS TO REGEIVE RESILIENT FLOORING. END OF DIVISION 04410 PAINTING AND FINISHNN6 PART I - GENERAL A. THE INTENT 15 TO PROVIDE A 5AT15FAGTORY FIN15H TO ALL PARTS OF THE PROJECT. WHETHER NOTED HEREIN OR NOT, MLE55 SPECIFICALLY STATED OTHERHI5E. COVER ALL SURFACES THOROUGHLY. IF THE NUMBER OF GOATS SPECIFIED DOES NOT ACCOMPLISH THE INTENT, THEN SUPPLY ADDITIONAL GOATS OF SPECIFIED MATERIAL TO GIVE SAT15FAGTORY COVERAGE. SEE FIN15H 5GHEDULE. B. USE ONLY THE PAINT AND RELATED MATERIALS OF THE MANUFACTURER'S SPECIFIED. 5EE FIN15H SCHEDULE FOR SPECIFIC COLORS. ALTERNATES WILL NOT BE PERMITTED. PART 2 - PREPARATION / EXECUTION A. GLEAN ALL 5URFACE5 TO BE PAINTED FREE OF L005E DIRT AND D05T BEFORE HORK 15 STARTED. WASH ALL METAL 5L RFACE-5 WITH MINERAL SPIRITS BEFORE APPLYING FINISHES. B. PAINTED DRYWALL TO RECEIVE ONE GOAT LATEX PRIMER AND TWO GOATS OF SPECIFIED PAINT. TINT PRIMER TO APPROXIMATE SHADE OF THE FINAL GOAT. TOUGH -UP ALL SUCTION SPOTS OR HOT SPOTS AFTER APPLICATION OF FIRST GOAT AND BEFORE APPLYING SECOND GOAT, TO PRODUCE AN EVEN RESULT IN THE FIN15H GOAT. DRY ALL GOATS THOROUGHLY BEFORE APPLYING SUCCEEDING GOATS. FOLLOW MANUFACTURER'S RECOMMENDATIONS FOR REGOAT TIME. SEAL ALL DRYWALL SURFACES BEHIND MIRRORS. G. PUTTY ALL NAIL HOLE5, COUNTER SUNK 5GREW5, BOLTS, GRAGK5, ETC. BEFORE APPLYING FINISH. D. SAND ALL WOOD SURFACES SMOOTH AND EVEN BEFORE APPLYING FINISH. E. BEFORE STARTING FINISH WORK, REMOVE HARDWARE, ACCESSORIES, PLATES, LIGHTING FIXTURES AND 51MILAR ITEMS, OR PROVIDE AMPLE PROTECTION FOR SUCH ITEMS. F. PAINT ALL RADIATION COVERINGS, CONVERTORS, RE615TER5, LOUVERS, GRILLES, EMERGENCY LIGHTS, 5PEAKER5, LIGHT TRIMS, EXPOSED PIPING, AGGE55 POOR -5, VENTS, FIRE EXTINGUISHER CABINETS, EQUIPMENT MOUNTING BOARDS, ETC.. PAINT TO MATCH ADJACENT WORK UNLESS OTHERWISE NOTED OR DIRECTED. G. SAND ENAMELED FINISHES APPLIED TO WOOD OR METAL BETWEEN GOATS WITH FINE SANDPAPER TO PRODUCE EVEN SMOOTH FINISH. H. MAKE FINISH WORK UNIFORM, SMOOTH, FREE OF RUNS, 5AG5 AND DEFECTIVE 5RU5HING AND CLOGGING. MAKE EDGES ADJOINING OTHER MATERIALS OR GOLORS SHARP AND GLEAN WITHOUT OVERLAPPING. 04g85 SLATKA 1_s MATERIAL PRIVEP BY FIXTURE CONTRACTOR TO INSTALL 50 GROOVES RUN HORIZONTALLY. VERTICAL JOINTS TO BE CONTINUOUS AS 5HOHN ON ELEVATIONS. BUTT JOINT MITER CORNERS. DO NOT CAULK BUTT JOINTS. INSTALLATION: FASTEN WITH PANEL ADHE51VE AND TRIM HEAD DRYWALL SGREWS. PLACE 5GREH5 EVERY 4TH GROOVE AND 16" O.G. INTO METAL STUDS. PAINT 5GREW HEADS TO MATCH GROOVE COLOR. END OF SECTION DMSION 010000 - 5PECIALTES 104x30 ILLUMINATED 546% AND GBLING ELEMENTS SUPPLIED AND INSTALLED BY TENANV5 SIGN GONTRAGTOR. GENERAL CONTRACTOR SHALL COORDINATE INSTALLATION TO A55RE PROPER COMPLIANCE WITH GON5TRUGTION DOGUMENT5 AND LANDLORD CRITERIA. END OF SECTION 10440 INTERIOR 516NA6E: SUPPLIED AND INSTALLED BY GENERAL CONTRACTOR A5 PER MANUFACTURER'S IN5TRUGTION5. REFER TO DRAWINGS FOR TYPE AND LOCATION. END OF SECTION 10520 FIRE PROTECTION PART I - GENERAL A. PROVIDE A MULTI-PURPO5E CHEMICAL FIRE EXTINGUISHER CAPABLE OF EXTINGUISHING CLASS A, B, AND G FIRES, IN QUANTITIES AND LOCATIONS REQUIRED BY LOCAL FIRE MARSHALL (COORDINATE IN FIELD). MANUFACTURER: J.L. INDU5TRIE5; COSMIC SERIES OR EQUAL. PART 2 - PREPARATION / EXECUTION A. INSTALL MOUNTING BRAGKET5 AT HEIGHTS TO COMPLY KITH APPLICABLE REGULATIONS OF GOVERNING AUTHORITIES. 106?0 5TORA6E SHELVING PART I - GENERAL A. G.G. TO INSTALL TENANT 5UPPLIED STORAGE SHELVING A5 PER MANUFACTURERS RECOMMENDATIONS. SEE FIXTURE SCHEDULE. A. INSTALL TOILET ACCESSORIES AND GRAB BAR5 INCLUDING ALL IN - HALL BLOCKING, SFT 5GREW5 AND ANCHORS REQUIRED FOR COMPLETE INSTALLATION. MANUFACTURERS: BOBRICK HA514ROOM EQUIPMENT OR EQUAL. B. ALL FINISHES SHALL BE SATIN 5TAINLE55 STEEL (UNLESS NOTED OTHERWISE). G. ALL ACCESSORIES TO BE INSTALLED IN COMPLIANCE WITH A.D.A. AND GOVERNING CODES. PART 2 - PREPARATION / EXECUTION A. INSTALL TOILET ACCESSORY UNITS ACCORDING TO MANUFACTURERS' IN5TRUCTION5, USING THEFTPROOF FA5TENER5 APPROPRIATE TO 5U55TRATE AS RECOMMENDED BY UNIT MANUFACTURER. INSTALL UNITS PLUMB AND LEVEL, FIRMLY ANCHORED IN LOCATIONS AND AT HEIGHTS INDICATED, IN A TAMPERPROOF MANNER WITH SPECIAL HANGERS, TOGGLE BOLTS, OR 5GREH5. B. ALL FIN151 E5 SHALL BE SATIN 5TAINLE55 STEEL (UNL.E55 NOTED OTHERWISE). PART 3 - PRODUCTS A MIRROR (ABOVE SINK)- B-293 TILT MIRROR 18" W X 30" H. B. TOILET TI55UE HOLDER - B-686 0526 DOUBLE ROLL SURFACE MOUNTED. G. CLOTHES HOOK MOUNTED AT WALL - "HEN' #520.60.1 (WHITE) D. 6RA13 BAR5 - 11/2m DIA. SNAP FLANGE B-6606 SERIES 48' AND 36" LENGTHS OR AS NOTED ON PRAWING5 W ANCHOR PLATES TO WITHSTAND 250 L135. PRESSURE, VERTICAL AND HORIZONTAL. E. MIRROR (FULL LENGTH) - 51E FITTING ROOM DETAILS (SIMILAR) IF REQUIRED BY CODE: SURFACE -MOUNTED TOILET SEAT COVER DISPENSER: 8-221 SINK P -TRAP AND SUPPLY INSULATION: WHEELCHAIR ACCESSIBLE SINK P -TRAP, AND ARMS, HOT AND COLD HATER SUPPLY AND ANGLE VALVE5 TO BE INSULATED WITH BROGAR TRAP hRAP INSULATION KIT MODEL NO. 50OR-W, WHITE. PROVIDE ACCESSORIES FOR A COMPLETE INSTALLATION. 14800) 827-1207. P -TRAP ASSEMBLY SHALL HAVE FOAM INSET COVERED WITH VINYL OUTER 5HELL. ANGLE STOP COVERS SHALL HAVE FLIP TOP ACCESS TO ALLOW EASY EME3 NGY SHUT OFF. INSTALL PER MANUFAGTURER'5 REGOMMENDATION5. END OF DIVISION DM510N 0111000 - BWPHENT 011001 - BGLRPH 94 T PART I - GENERAL A. CONTRACTOR SHALL GOORDINATE ALL EQUIPMENT WORK AND PLAGEMENT WITH THE WORK OF ALL OTHER TRADES AND MAKE ADJU5TMENT5 AS REQUIRED TO ACCOMMODATE LOCATIONS OF EQUIPMENT. B. ALL EQUIPMENT WORK SHALL COMPLY WITH ALL GOVERNING BUILDING CODES AND LOCAL CODES. G. EQUIPMENT 5HALL BE FURNISHED, UNLOADED, UNPACKED OR UNGRATED AND PLACED ACCORDING TO THE GON5TRUGTION DOCUMENTS. PART 2 - PREPARATION / EXECUTION A. ALL EQUIPMENT PROVIDED BY OWNER AND INSTALLED BY GENERAL GONTRAGTOR 15 TO BE INCLUDED IN GENERAL BID. B. GENERAL CONTRACTOR 514ALL NOTIFY THE OWNER IMMEDIATELY OF ANY DAMAGE TO THE EQUIPMENT PRIOR TO INSTALLATION. G. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL FINAL HOOKUP OF ALL EQUIPMENT SUCH AS ALL MECHANICAL 1ORK, PLUMBING, AND ELECTRICAL FOR THE EQUIPMENT LIST. D. ALL EQUIPMENT MANUALS, INSTRUCTION BOOKLETS AND WARRANTY INFORMATION SHALL BE NEATLY BOUND AND TURNED OVER TO THE OWNER BEFORE FINAL APPROVAL OF THE BUILDING. I. SEE PLANS FOR 5PEGIFIG FURNITURE AND FURNISHING TO BE PROVIDED BY GENERAL CONTRACTOR 12464 DUROMAT ENTRANCE MATS PROVIDE PRODUCT DATA FOR FLOOR MAT AND FRAME SPECIFIED, INCLUDING 5PEGIFIGATION5 AND INSTALLATION INSTRUCTIONS. PROVIDE SHOP DRAWINGS IN SUFFICIENT DETAIL 5HOWIN6 LAYOUT OF MAT AND FRAME SPECIFIED INCLUDING DETAILS INDICATING GON5TRUGTION RELATIVE TO MATERIALS, DIRECTION OF TRAFFIC, SPLINE LOCATIONS, PROFILES, ANGHOR5 AND ACCESSORIES. PROVIDE SAMPLES FOR VERIFICATION PURP05E5: SUBMIT A SAMPLE OF THE FLOOR MAT AND FRAME MEMBERS 5HOHIN6 EACH TYPE OF COLOR FOR EXP05ED FLOOR MAT, FRAME AND AGGE55ORIE5 REQUIRED. MAINTENANCE DATA IN THE FORM OF MANUFACTURER'S PRINTED INSTRUCTIONS FOR GLEANING AND MAINTAINING FLOOR MATS. PROVIDE MAT MATERIALS OF PRIME AND RECYCLED PVG, WITH FRAME MATERIALS OF ALUMINUM -ASTM B 221,6063 -T5,6063 -T6 FOR EXTRUSIONS. DM-DUROMAT SHALL BE MANUFACTURED FROM PRIME AND RECYCLED PVC IN RANDOM VINYL LOOP DESIGN. MATTING TO BE FLAME, CHEMICAL AND WEATHER RESISTANT. DOLOR SHALL BE INTEGRAL, 117 GUNMETAL. (STANDARD MATS ARE SUPPLIED UNBAGKED WITH A ONE I' (25.4MM) VINYL EDGING OR .070" (1.78MM) THIGK GONTINUE5 VINYL BAGKING). PROVIDE ANG ALUMINUM ANGLE FRAME SHALL BE A ?" (12.7MM) DEEP RECE-55ED FRAME IN 6063-T5 ALUMINUM ALLOY WITH 1/8" WIDE EXP05ED SURFACE WITH STANDARD MILL FINISH. PROVIDE PRIME COATED 5URFAGE OF MILL FIN15H ANLGE WHERE IN GONTAT WITH GONGRETE. INSTALL THE WORK OF THI5 5EGTION IN STRICT ACCORDANCE WITH THE MANUFACTURER'S REGOMMENDATION5. SET MAT AT HEIGHT REGOMMENDIED BY MANUFACTURER FOR M05T EFFECTIVE GLEANING ACTION. COORDINATE TOP OF MAT SURFACES WITH BOTTOM OF DOORS THAT 5HIN6 AGRO55 TO PROVIDE AMPLE CLEARANCE BETWEEN DOOR AND MAT. END OF 5EGTION END OF DIVISION DM510N 0155.5000 - MECHANICAL I. SEE MECHANICAL DRAWINGS FOR 5PEGIFIGATION5. 2. SPRINKLER LAYOUT: THE SPRINKLER SUBCONTRACTOR SHALL MODIFY THE EXISTING DESIGN AND PROVIDE AN APPROVED "CALCULATED" SPRINKLER SYSTEM LAYOUT TO THE ARCHITECT THAT CONFORM TO NEN DESIGN. THE DESIGN LAYOUT PROVIDED HEREIN REFLECTS THE VISUAL LAYOUT DESIRED. REVI510N5 MUST BE SENSITIVE TO THE OVERALL VISUAL IMPACT. DRAWINGS AND CALGULATION5 FOR 50GH SYSTEMS SHALL BE SUBMITTED TO THE OHNER5 IN50RANGE AGENGY (PRIOR TO FABRICATION OF ANY MATERIAL) FOR REVIEW AND APPROVAL PRIOR TO SUBMISSION OF THE CODE REVIEW AUTHORITY. DRAWINGS AND GALGULATION5 MUST AL50 BE 516NED AND SEALED BY AN ENGINEER LICENSED IN THE STATE WHERE THE SUBJECT BUILDING 15 LOCATED. ALL COST FOR REVIEN, PERMIT, SIGNING AND SEALING OF DRAWINGS AND CALCULATION SHALL BE BORNE BY THE SPRINKLER 50GONTRAGTOR. END OF DIV151ON DIVISION 016000 - ELECTRICAL I. SEE ELECTRICAL DRAHING5 FOR SPECIFICATIONS. END OF DIV151ON K roo Al 1 16 ARCHITECT OF RECORD: WILLIAM P. ITE 438 E. HIL50N BRIDGE RD. SUITE 100 HORTHINGTO q, OH 43085 PHONE: (614) 436-0100 FAX: (614) 436-6023 ENGINEER OF RECORD: DAVID H. MU LEN 438 E. HIL50q BRIDGE RD. SUITE 100 VIORTHINGTO , OH 43085 PHONE: (614) 36-0100 FAX: (614) 36-6023 V M f+ a CID W Ta Z T co J >- •W �2 Q U V (o QQ cl c cza ISSUED: I1-04 REVISED: DIED7-12-04 LANDLO COMMENTS NIE INDICATES NO I EVISION THIS SHEET ARCH. PROJ. NO. LIDS -004 PLOT DATE: 7-12-04 DRAWN BY: TH CHECKED BY: STAFF SPECIFICATIONS HANGERS INSTALLED EACH 51DE OF EXP. TANK FOR SUPPORT 3/4' ;L GW GATE/BALL VALVE BY P.G. (TYP) VACUUM BREAKER BY P.G. --- AHTROL S THERMAL EXX PANSION ABSORBER 3/47 4 P RELIEF VALVE BY P.G. 3/4" RUN FULL 51ZE TO MOP SINK. SHELF ABOVE RE5TR ON RE5TR.00M DECK UNION BY P.G. (lYP) 1200 12"� 3/4. I --- all 13 -- 137-7 F - :: WATER HEATER 5EE _ PLUMBING FIXTURE 50_2 - SCHEDULE FOR, f ADDITIONAL INFO. I 255 T - O O O O 2" WIDE, 20 GA. SHEET �> METAL BAND, SECURE I SD -I ( SD -II SD -I TO WALL FOR SEI5MIG 14 425 425 AFF., TTYPICAL OF DIFFUSER 425 BRACING WHERE:: REQUIRED BY CODE. (BY P.G) • - - •` s II I I /AGGU-I CONDENSATE DRAIN FROM ABOVE i ® ASI 3/4" (WAIN& TO WATER HEATER DETAIL N.T.5. MECHANICAL CODED NOTES ID M.G. TO PROVIDE NEW EXHAUST FAN: BROAN #674 FANLIGHT COMBO (W/ #677H HOU5ING AND INSTALL BACK DRAFT DAMPER), 80 CFM, 120V., I PH. MECHANICAL CONTRACTOR TO FURNISH AND INSTALL "LIGHT5TAT" #T.MD. THERMOSTAT. MOUNT THERMOSTAT AT 46" AFF. PROVIDE PLENUM RATED CONTROL WIRE AND MAKE SYSTEM FULLY FUNCTIONAL. MECHANICAL CONTRACTOR 15 TO CONTACT RON EIGENBROD OR BETSY RENOUF AT LIGHT5TAT FOR INFORMATION, PRIGING, AND DELIVERY AT 1-800-242-2444, TO ACQUIRE THE THERMOSTAT DIRECTLY. COORDINATE NIGHT LIGHT TO BE AT LEAST 10 FEET FROM T -STAT. aAHU-I: MECHANICAL CONTRACTOR TO FURNISH AND INSTALL A SPLIT SYSTEM DX AIR HANDLING UNIT, CARRIER #934ANFO48010, (WITH 75 KW. ELECTRIC, HEATER CARRIER #KFGEHIIOGIO TO BREAKER) 1500 CFM SA., 208 V., I PH.bO HZ., 150 LBS. CONTRACTOR SHALL FURNISH AND INSTALL ALL STRUCTURAL STEEL, VIBRATION ISOLATION, SECONDARY DRAIN PAN, d 3 SETS OF FILTERS. CHANGE FILTER AFTER FINAL STORE GLEANING AND AGAIN PRIOR TO AIR BALANCE. AHU TO 13E 208V, I PH, 60HZ. 3/4 HP EVAPORATOR FAN, 4 TON UNIT. RACCU-I: MECHANICAL CONTRACTOR TO FURNISH AND INSTALL A AIR COOLED CONDEN5ING DX UNIT, CARRIER #38CKCO48, INSTALL WITH PROPER SERVICE CLEARANCE AS REQUIRED BY MANUFACTURER. PROVIDE NEW FULL LENGTH PATE CURB OR EQUAL TO SUPPORT UNIT. 4 TON UNIT, 208V, 1 PH, 60 HZ, 148 LB5. CONTRACTOR TO INSTALL CONDEN5EIN6 UNIT IN LANDLORD APPROVED LOCATION ON ROOF. PROVIDE 5HUT-OF-r VALVES, CHARGING PORTS, FILTER DRIERS, SIGHT GLA,55E5, 24 VOLT 50LENOID VALVES, THERMAL EXPAN51ON VALVE -5, AND ALL ITEMS REQUIRED FOR A COMPLETE AND FUNCTIONING REFRIGERATION SYSTEM. INSULATE SUCTION LINE AND 51ZE REFRIGERANT LINES PROPERLY FOR DISTANCE, NUMBER OF FITTINGS AND HEIGHT OF LIQUID LIFT. LOCAL CARRIER REPRESENTATIVE TO INSPECT FINAL INSTALLATION FOR ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS. ALL ROOF WORK BY LANDLORD'S APPROVED ROOFING CONTRACTOR AT TENANT'S EXPENSE. FILED VERIFY LOGAMON AND REQUIREMENTS. SUPPLY AIR DUCT CONNECTION TO AHU SHALL BE MADE FULL SIZE OF EQUIPMENT OPENING WITH FLEXIBLE DUCT CONNECTIONS AT UNIT. © CONNECT NEW SANITARY LINES FROM FIXTURES TO LANDLORD'S MAIN. FIELD VERIFY LOCATION AND REQUIREMENTS IN FIELD. PROVIDE NEW PLUMBING FIXTURES. ALL PLUMBING FIXTURES SHALL BE INSTALLED WITH STOP VALVES TO ISOLATE EACH FIXTURE. ® EXTEND AND CONNECT NEW WATER LINE TO EXISTING 5TUB-IN. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. ❑q PROVIDE NEW TANK TYPE WATER HEATER AND MOUNT ON TOP OF TOILET ROOM DECK. SEE R15ER DIAGRAM FOR REQUIREMENTS. IO ALL WATER LINES, VENT LINES, DRAIN LINES, SPRINKLER LINES, ETC. SHALL BE OFFSET BELOW PLATFORM AND CONGEALED IN WALL ABOVE PLATFORM. DO NOT ROUTE PIPING, ETC. THROUGH STORAGE SPACE ABOVE PLATFORM OR ABOVE ELECTRICAL EQUIPMENT. DROP ALL WATER LINES DOWN IN WALL5. 1-1 WATER METER WITH REMOTE READER PER LANDLoRD'S AND WATER COMPANY REQUIREMENTS. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. 12 3" VENT THROUGH ROOF. VERIFY EXACT LOCATION AND REQUIREMENTS IN FIELD. 13 INSTALL r-ONDEN5ATE DRAIN FROM AHU AS REQUIRED. MINIMUM DRAIN 51ZE TO BE 3/4". CONDENSATE DRAIN TO BE TRAPPED WITH A TRAP DEPTH OF 15 X UNITS TOTAL STATIC, PRESSURE (MINIMUM 5" DEEP). DRAINS SHALL BE EXTENDED TO MOP SINK. 14 UNDERCUT TOILET ROOM DOOR I" FOR EXHAUST MAKEUP AIR. 15 APPROXIMATE LOCATION OF INCOMING WATER SERVICE. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. 16 APPROXIMATE LOCATION OF SPRINKLER MAIN. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. 17 PROVIDE 5'(P OUTSIDE AIR DUCT UP THROUGH ROOF, WITH 6"005E NECK FITTING. ALL ROOF WORK TO PREFORMED BY LANDLORD'S APPROVED ROOFING CONTRACTOR. LOCATE A MINIMUM OF 10'-O' FROM TOILET EXHAUST. SET OUTSIDE AIR TO A MINIMUM OF 210 CFM. PLUMBING FDCPJ E SCHE DOLE MARK FIXTURE MANUFACTURER GW HW WA5TE TRAP REMARKS 8 "G" RU5KIN GFD OR GFDR FIRE DAMPER WNOLUME CONTROL. AND MODEL NO. "D" YOUNG'S REGULATOR, DPR MODEL # 5020 -GG M BORDER STYLE - THAN 4 -WAY. 'A" SURFACE MOUNTED WG WATER AMERICAN STANDARD 1/2" - 4" - INTEGRAL TANK TYPE, ELONGATED SIPHON ACTION, 4" VENT THROUGH ROOF 12 CL05ET NO. 2002.012 / 1 (Y BORDER � VITEROU5 CHINA, AMERICAN STANDARD RI5E AND 5HINE NECK 3/4„ NH q A.O. SMITH MODEL #EL -F-6 120V., 6 GAL., 1.5 KW WATER HEATER 211 STEEL I^ „ I/2 r MOUNTED ABOVE3 I/2" I RESTROOM Y T I 2 2" TOILET SEAT #5325.024 WITH OPEN FRONT, 3/8" G.P. BARRIER AND A5J JACKET. MB LOCATIONS 211 2„ TP ❑ COORDINATE EXACT FOR AND QUANITITY OF SAN. SEWER GLEAN-OUT5 WITH MALL BUILDIN65 ENGINEER IN FIELD. 3„ SUPPLY WITH LOOSE KEY STOP. 1.6 6PF 1625" MT6. HT. TO 1/4" TO FD Lam[ 4" 4 ■ - - 4., Y o wG BOWL. (ADA. GOMPLIANT) LAV LAVATORY AMERICAN STANDARD 1/2" 1/2" 1 1/2" 1 1/2" WALL MOUNTED DECLYN VITREOUS CHINA WITH 4" WATER RISER DIAGRAM SANITARY STACK DIAGRAM NO. 0321-0-15 N.T.5. N.T.5. 24"x24" - CENTERS, ANSI 117.1 APPROVED, GERAMIX FAUCET # • • Q A - A 2000.110-002 WITH 1-1/4" TAIL PIECE, 17 6A. "P" TRAP, cl C:�: ISSUED: 5-11-04 PROVIDE ANGLE 5TOP5 AND 3/8" 5UPPLIE5 , INSULATE 7-12-04 LANDLORD COMMENTS *INDICATES NO IEVISION THIS SHEET DRAIN AND SUPPLY LINES WITH TRUEBRO PROTECTIVE LID5-004 PLOT DATE: 7-12-04 DRAWN BY: JMc CHECKED BY: STAFF PIPE COVER SYSTEM # 103 WITH A WHITE FINISH. FO FLOOR J05AM 1/2" - 3" 1/2" 3" WITH NIKALOY 5TRAINER. DRAIN NO. 30003 -5A -50-Y MB MOP FIAT 1/2" 1/2" 3" 11/211 MOLDED STONE. FURNISH WITH A FIAT # 530AA BASIN NO. M55-2424 5ERVIGE FAUGET WITH INTEGRAL VACUUM BREAKER AND 5TOP5. SUPPLY A FIAT # QDG-3.2 FOR 2" DRAIN CONNECTION. GO GLEAN J05AM _ _ _ _ COATED CAST IRON KLEENATRON, INTERNAL 6A5KETED OUT NO. 56010 A55 GLEANOUT PLUG, NO -HUB CONNECTION AND ADJUSTABLE ABS HOUSING WITH 5GORIATED SECURED ROUND SATIN NIKALOY TOP. WGO WALL GLEAN J05AM - - - - 58790 SERIES ROUND STAINLESS STEEL WALL AGGE55 OUT NO. 58790 COVER WITH CENTER 5GREW, COATED CAST IRON GLEANOUT TEE WITH NO -HUB CONNEGTION AND RECESSED BRONZED TAPPED PLUG. TP TRAP PRIMER WATT5 _ _ _ _ A200 FLOW AGTIVATED BRONZE TRAP SEAL PRIMER NO. A200 WITH INTEGRAL VACUUM BREAKER, 1/2" SWEAT INLET AND OUTLET CONNECTIONS, AND 1/2" IPS DRIP LINE CONNECTION. MECHANICAL PLAN SCALE: 1/4" = 1'-0" - - ----- --- ---- - -- ---- -- -- - �W PLUMBING PLAN SCALE: 1/4" = 1'-O" AIR DISTRIBUTION DEVICE SCHEDULE NOTES: ' 1. SYMBOL KEY - 5. DAMPERS SHALL BE OPERABLE FROM FACE EXISTING GW LINE "A" RADIAL, NECK MOUNTED SECOND LETTER: D-DIFFL5ER R-REC715TER GRILLE "B" RADIAL OPPOSES BLADE *D -7I5. 8 "G" RU5KIN GFD OR GFDR FIRE DAMPER WNOLUME CONTROL. 2.GATALOG N1t�ER5 REFER TO TUTUS AIR DEVICES. "D" YOUNG'S REGULATOR, DPR MODEL # 5020 -GG M BORDER STYLE - THAN 4 -WAY. 'A" SURFACE MOUNTED to II '15" LAY -IN, PROVIDE WITH TITUS MODEL *XY-13363 FRAME "A' TITUS STANDARD WHITE FINISH- FOR DRYWALL CEILING MOUNTING, 3/4„ 'G' LAY -IN FRAME FOR T -BAR GEILING. SYMBOL AIR CHAMBER (TYP) I 1/2" 4" VENT THROUGH ROOF 12 10 ^ �I-I/2" 1 � 3/4" I „ GONNEGT TO EXI5TIN6 SANITARY 2„ 1/2" I 1/2 COORDINATE LOGATIOIN IN FIELD. 6 / 1 (Y BORDER � MOD. NECK 3/4„ NH q A.O. SMITH MODEL #EL -F-6 120V., 6 GAL., 1.5 KW WATER HEATER 211 STEEL I^ „ I/2 r MOUNTED ABOVE3 I/2" I RESTROOM Y T I 2 2" L1-4 AV 4" 11 1�Q BARRIER AND A5J JACKET. MB LOCATIONS 211 2„ TP ❑ COORDINATE EXACT FOR AND QUANITITY OF SAN. SEWER GLEAN-OUT5 WITH MALL BUILDIN65 ENGINEER IN FIELD. 3„ , 4„ 4" 1/4" TO FD Lam[ 4" 4 ■ - - 4., Y o wG 5D-2 TMRA 4" 8"( 8. • • PERMITS, LICENSES, ETC. REQUIRED FOR INSTALLATION OF PLUMBING A WATER RISER DIAGRAM SANITARY STACK DIAGRAM ING - N.T.5. N.T.5. 24"x24" - • • - - ----- --- ---- - -- ---- -- -- - �W PLUMBING PLAN SCALE: 1/4" = 1'-O" AIR DISTRIBUTION DEVICE SCHEDULE NOTES: ' 1. SYMBOL KEY - 5. DAMPERS SHALL BE OPERABLE FROM FACE FIRST LETTER: 5 -SUPPLY R -RETURN E -EXHAUST "A" RADIAL, NECK MOUNTED SECOND LETTER: D-DIFFL5ER R-REC715TER GRILLE "B" RADIAL OPPOSES BLADE *D -7I5. THE 51TE AND FAMILIARIZE THEMSELVES WITH THE NATURE AND EXTENT "G" RU5KIN GFD OR GFDR FIRE DAMPER WNOLUME CONTROL. 2.GATALOG N1t�ER5 REFER TO TUTUS AIR DEVICES. "D" YOUNG'S REGULATOR, DPR MODEL # 5020 -GG 3.PROVIDE #DB DIRECTIONAL BLOW FOR OTHER 6. BORDER STYLE - THAN 4 -WAY. 'A" SURFACE MOUNTED 4. FINISH- '15" LAY -IN, PROVIDE WITH TITUS MODEL *XY-13363 FRAME "A' TITUS STANDARD WHITE FINISH- FOR DRYWALL CEILING MOUNTING, FACILITIES AND ALL BUILDING STRUCTURES TO FAMILIARIZE THEMSELVES 'G' LAY -IN FRAME FOR T -BAR GEILING. SYMBOL CATALOG 517E MOUNTING MATERIAL FINISH DPR. BORDER REMARKS MOD. NECK GLC. OTHER STEEL ALUM. RELOCATE NUMBER POINT OF CONNECTION BARRIER AND A5J JACKET. ST YLE WA5TE AND VENT LINES SHALL BE CAST IRON NO -HUB ABOVE GROUND, SD -I TMRA 2711(p 12"(P FAX: (614) ■ • PROVIDE AIR CHAMBERS AND SHUT OFF VALVES AT EACH PLUMBING A - - CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 5D-2 TMRA 18" (p 8"( 8. • • PERMITS, LICENSES, ETC. REQUIRED FOR INSTALLATION OF PLUMBING A - - T Mj R6-1 355RL 24"x24" - • • Q A - A HVAC LEGEND GENERAL ' SD -I TYPE DIFFUSER DESIGNATION 300 -F- CFM FIRE PROTECTION SPRINKLER HEAD BIDDER 15 REQUIRED, BEFORE 5UBMITTIN6 THEIR PROPOSAL, TO V151T MANUAL VOLUME THE 51TE AND FAMILIARIZE THEMSELVES WITH THE NATURE AND EXTENT DAMPER OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER LOCATIONS TO BE FIELD VERIFIED. AFFECT THE WORK TO BE DONE AND EQUIPMENT MATERIAL AND TV F(( TURNING VANE OT THERMOSTAT 5D SMOKE DETECTOR FACILITIES AND ALL BUILDING STRUCTURES TO FAMILIARIZE THEMSELVES NEW DUGTWORK WITH ALL EXI5TIN6 GONDITION5. 5LI6HT VARIATION OF ROUTING BY HVAG CONTRACTOR ® S.A. SUPPLY AIR El R.A. RETURN AIR O.A. OUTSIDE AIR TO THE OWNER. NEGLIGENCE ON THE PART OF THE CONTRACTOR WILL DUGT TRANSITION OR IN NO WAY RELIEVE THEM OF THE OBLIGATION AND RE5PON51BILITIE5 TAKEOFF (E) EXISTING (R) RELOCATE BELOW GRADE, WITH I" THICK FIBERGLA55 IN50LATION WITH VAPOR POINT OF CONNECTION - 1 MINIMUM O. A. REOUIREMENTS (per ASHRAE 62-89) ' GENERAL PLUMBING NOTES I. AFTER EXAMINATION OF CONTRACT DOCUMENTS AND 51TE WORK, THE FIRE PROTECTION SPRINKLER HEAD BIDDER 15 REQUIRED, BEFORE 5UBMITTIN6 THEIR PROPOSAL, TO V151T LOGATION5 ADDED TO GEILING PLAN. THE 51TE AND FAMILIARIZE THEMSELVES WITH THE NATURE AND EXTENT ' OF THE WORK AND ANY LOCAL CONDITIONS THAT MAY IN ANY MANNER LOCATIONS TO BE FIELD VERIFIED. AFFECT THE WORK TO BE DONE AND EQUIPMENT MATERIAL AND A 5EPERATE PERMIT WIIL BE OBTAINED LABOR REQUIRED. THEREFORE, SINGE THE WORK INVOLVES EXI5TING BY THE 5PINKLER CONTRACTOR. 5UILDIN65, 5Y5TEM5 AND FAGILITIE5, 5PEGIAL CONSIDERATION SHALL 3. BE GIVEN TO THE EXAMINATION OF WORKING CONDITIONS, EXI5TING FACILITIES AND ALL BUILDING STRUCTURES TO FAMILIARIZE THEMSELVES 4. WITH ALL EXI5TIN6 GONDITION5. 5LI6HT VARIATION OF ROUTING WILLIAM P. W AND/OR CONSTRUCTION (SHOULD BE ANTICIPATED BY TH15 CONTRACTOR) 5. TO AVOID CONFLICTS WITH OTHER TRADES, ARE EXPRE55LY INCLUDED SUITE 100 AS PART OF THE WORK WHENEVER REQUIRED AT NO ADDITIONAL C05T WORTHIN6T0 TO THE OWNER. NEGLIGENCE ON THE PART OF THE CONTRACTOR WILL PHONE: ((914).156-0100 IN NO WAY RELIEVE THEM OF THE OBLIGATION AND RE5PON51BILITIE5 b. A55UMED UNDER TH15 CONTRACT. 2. G.W. d H.W. PIPING SHALL BE COPPER TYPE 'L' ABOVE GRADE, TYPE 'K' DAVID W. MU BELOW GRADE, WITH I" THICK FIBERGLA55 IN50LATION WITH VAPOR 438 E. WILSON BARRIER AND A5J JACKET. 3. WA5TE AND VENT LINES SHALL BE CAST IRON NO -HUB ABOVE GROUND, WORTHINGTON PU5H-ON JOINT WITH NEOPRENE GASKET UNDERGROUND. 4. A/C CONDENSATE SHALL BE COPPER DW, INSULATED WITH I" THICK FAX: (614) FIBER6LA55 INSULATION WITH VAPOR BARRIER AND FRJ JACKET. 5. PROVIDE AIR CHAMBERS AND SHUT OFF VALVES AT EACH PLUMBING U FIXTURE WATER SUPPLY. 6. CONTRACTOR SHALL COORDINATE ALL WORK WITH OTHER TRADES. 7. ALL PLUMBING PIPING SHALL BE PRESSURE TESTED AND CHLORINATED PER LANDLORD'S MANUAL. 8. CONTRACTOR SHALL PAY ALL FEES AND RELATED GHARGE5 FOR Ld PERMITS, LICENSES, ETC. REQUIRED FOR INSTALLATION OF PLUMBING Fmad WORK. T Mj - 1 MINIMUM O. A. REOUIREMENTS (per ASHRAE 62-89) ' REQUIRED: SALE -5 AREA 670 5.f. x .3 cfm/5.f. = 201 cfm I. NON-5ALE5 AREA 340 5.f. x .15 cfm/5.f. = 57 cfm FIRE PROTECTION SPRINKLER HEAD 252 cfm LOGATION5 ADDED TO GEILING PLAN. 255 GFM OF OUTSIDE AIR TO BE PROVIDED THROUGH LANDLORD'S CENTRAL UNIT. ' CHROME FINISH MECHANICAL GENERAL NOTES I. GENERAL: A. SUBMIT MANUFACTURER'S DATA AND SHOP DRAWINGS ON ALL A/C EQUIPMENT AND DUCTWORK FOR REVIEW BEFORE INSTALLATION. B. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LANDLORD'S TYPICAL DETAIL AND MINIMUM 5PECIFICATION5. G. ALL DIMEN51ON5 AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE. D. CONTRACTOR SHALL COORDINATE ALL THEIR WORK WITH OTHER TRADES AND FIELD CONDITIONS. E. CONTRACTOR, PRIOR TO 5UBMITTIN6 THEIR BID PRICE, SHALL VI51T THE SITE, FAMILIARIZE HIM5ELF/HER5ELF WITH ALL FIELD CONDITIONS, AND SHALL OBTAIN ALL REQUIRED INFORMATION NECESSARY TO COMPLETE THE JOB. ANY DI5GREPANCIE5 BETWEEN WHAT 15 SHOWN ON THE DRAWINGS AND ACTUAL WORK REQUIRED TO COMPLETE THE JOB SHALL BE TAKEN INTO ACCOUNT IN THE BID PRICE. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: A. ALL APPLICABLE BUILDING GODE5. B. NFPA-QOA AIR CONDITIONING AND VENTILATION. G. NEPA-cil BLOWER AND EXHAUST SYSTEMS. D. A5HRAE GUIDE - EQUIPMENT, 5Y5TEM AND APPLIGATION5. E. 5MACNA - LOW VELOCITY DUCT CONSTRUCTION. F. NFPA 101 SAFETY TO LIFE FROM FIRE IN BUILDINGS. 3. MATERIALS- A. ATERIALS-A. DUCTWORK: I. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, SPIRAL NOUNE (NO FIBERGLA55 OUGTWORK 15 PERMITTED). 2. NOT USED. 3. PROVIDE AIR EXTRACTORS IN ALL RECTANGULAR BRANCH TAPS. 4. ROUND BRANCH TAPS SHALL BE MADE WITH "SPIN -IN" TYPE WITH VOLUME DAMPER AND ADAPTER FOR GONNECTION TO DUGT. 5. DUCTWORK INSTALLATION AND FABRICATION SHALL BE DONE IN ACCORDANCE WITH 5MAGNA STANDARDS. b. FLEXIBLE DUCTS: DUGT SHALL BE LIGHTWEIGHT CONSTRUCTED WITH GORRO51ON RE-51STANT GORE AND REINFORCED WITH BONDED HELIX. DUGT TO BE INSULATED WITH 2" THICK, I POUND FIBERGLA55 BLANKET INSULATION WITH ALUMINUM FILM VAPOR BARRIER. DUGT SHALL BE LISTED CLA55 I, UL. 5TANDARD i81. MAXIMUM FLEXIBLE DUGT LENGTH TO BE 5'-0". 7. WHERE DUCTWORK 15 5PEGIFIGALLY NOTED A5 MEDIUM PRE55URE, IT SHALL BE GON5TRUGTED IN AGCORDANGE WITH 5MAGNA 5TANDARD5 FOR A PRE55URE RATING OF 4 INGHE5 WATER COLUMN MINIMUM OR GREATER AS REQUIRED BY LANDLORD. 8. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF 5MAGNA 5TANDARD5 FOR MEDIUM PRESSURE DUGT AND LANDLORD'S CRITERIA. 9. GONNEGTION5 TO THE LANDLORD'S MEDIUM PRE55URE DUCTWORK SHALL BE MADE WITH "LO-LO55" SADDLE TEE TAPS BY UNITED McGILL CORP., OR A5 OTHERWISE REQUIRED BY THE LANDLORD. 10. ALL OTHER ITEM5 FROM METAL DUGTWORK 5PEGIFIGATION 5EGTION APPLY TO TH15 SECTION. 4. INSULATION: A. NOT REQU I RED. 5. HANGERS - 4" AND SMALLER GRINELL #115. 6. EQUIPMENT AS SPECIFIED ON SCHEDULE. 7. PROVIDE TURNING VANES IN ALL ELBOWS (EXCEPT ON GREA5EDUGT5), AIR EXTRAGTOR5 OR ADJU5TA5LE TURNING VANES AT ALL BRANCH TAKEOFFS AND ALL REQUIRED DAMPERS TO PROPERLY BALANCE THE SYSTEM. 8. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL DIFFU5ER5, GRILLE5 AND REGISTERS WITH INTERIOR DE516NER'S DRAWINGS. Q. PROVIDE APPROVED FIRE DAMPERS AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CEILINGS AS REQUIRED BY CODE. 10. A COPY OF THE CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE OWNER AND LANDLORD. FIRE PROTECTION PLAN LEGEND O RECE55ED SPRINKLER HEAD I. WITH WHITE POP-OFF GAP FIRE PROTECTION SPRINKLER HEAD CALCULATIONS OF THE ENTIRE SYSTEM 516NED AND SEALED LOGATION5 ADDED TO GEILING PLAN. REGE55ED SPRINKLER HEAD THE LOCATIONS SHOWN ARE APPROX. CHROME FINISH LOCATIONS TO BE FIELD VERIFIED. THE ENTIRE 5PAGE SHALL BE FIRE 5PRINKLERED IN ACCORDANCE A 5EPERATE PERMIT WIIL BE OBTAINED PENDANT SPRINKLER HEAD BY THE 5PINKLER CONTRACTOR. CHROME FINI5H 3. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL FIRE MECHANICAL GENERAL NOTES I. GENERAL: A. SUBMIT MANUFACTURER'S DATA AND SHOP DRAWINGS ON ALL A/C EQUIPMENT AND DUCTWORK FOR REVIEW BEFORE INSTALLATION. B. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LANDLORD'S TYPICAL DETAIL AND MINIMUM 5PECIFICATION5. G. ALL DIMEN51ON5 AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE. D. CONTRACTOR SHALL COORDINATE ALL THEIR WORK WITH OTHER TRADES AND FIELD CONDITIONS. E. CONTRACTOR, PRIOR TO 5UBMITTIN6 THEIR BID PRICE, SHALL VI51T THE SITE, FAMILIARIZE HIM5ELF/HER5ELF WITH ALL FIELD CONDITIONS, AND SHALL OBTAIN ALL REQUIRED INFORMATION NECESSARY TO COMPLETE THE JOB. ANY DI5GREPANCIE5 BETWEEN WHAT 15 SHOWN ON THE DRAWINGS AND ACTUAL WORK REQUIRED TO COMPLETE THE JOB SHALL BE TAKEN INTO ACCOUNT IN THE BID PRICE. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: A. ALL APPLICABLE BUILDING GODE5. B. NFPA-QOA AIR CONDITIONING AND VENTILATION. G. NEPA-cil BLOWER AND EXHAUST SYSTEMS. D. A5HRAE GUIDE - EQUIPMENT, 5Y5TEM AND APPLIGATION5. E. 5MACNA - LOW VELOCITY DUCT CONSTRUCTION. F. NFPA 101 SAFETY TO LIFE FROM FIRE IN BUILDINGS. 3. MATERIALS- A. ATERIALS-A. DUCTWORK: I. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, SPIRAL NOUNE (NO FIBERGLA55 OUGTWORK 15 PERMITTED). 2. NOT USED. 3. PROVIDE AIR EXTRACTORS IN ALL RECTANGULAR BRANCH TAPS. 4. ROUND BRANCH TAPS SHALL BE MADE WITH "SPIN -IN" TYPE WITH VOLUME DAMPER AND ADAPTER FOR GONNECTION TO DUGT. 5. DUCTWORK INSTALLATION AND FABRICATION SHALL BE DONE IN ACCORDANCE WITH 5MAGNA STANDARDS. b. FLEXIBLE DUCTS: DUGT SHALL BE LIGHTWEIGHT CONSTRUCTED WITH GORRO51ON RE-51STANT GORE AND REINFORCED WITH BONDED HELIX. DUGT TO BE INSULATED WITH 2" THICK, I POUND FIBERGLA55 BLANKET INSULATION WITH ALUMINUM FILM VAPOR BARRIER. DUGT SHALL BE LISTED CLA55 I, UL. 5TANDARD i81. MAXIMUM FLEXIBLE DUGT LENGTH TO BE 5'-0". 7. WHERE DUCTWORK 15 5PEGIFIGALLY NOTED A5 MEDIUM PRE55URE, IT SHALL BE GON5TRUGTED IN AGCORDANGE WITH 5MAGNA 5TANDARD5 FOR A PRE55URE RATING OF 4 INGHE5 WATER COLUMN MINIMUM OR GREATER AS REQUIRED BY LANDLORD. 8. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF 5MAGNA 5TANDARD5 FOR MEDIUM PRESSURE DUGT AND LANDLORD'S CRITERIA. 9. GONNEGTION5 TO THE LANDLORD'S MEDIUM PRE55URE DUCTWORK SHALL BE MADE WITH "LO-LO55" SADDLE TEE TAPS BY UNITED McGILL CORP., OR A5 OTHERWISE REQUIRED BY THE LANDLORD. 10. ALL OTHER ITEM5 FROM METAL DUGTWORK 5PEGIFIGATION 5EGTION APPLY TO TH15 SECTION. 4. INSULATION: A. NOT REQU I RED. 5. HANGERS - 4" AND SMALLER GRINELL #115. 6. EQUIPMENT AS SPECIFIED ON SCHEDULE. 7. PROVIDE TURNING VANES IN ALL ELBOWS (EXCEPT ON GREA5EDUGT5), AIR EXTRAGTOR5 OR ADJU5TA5LE TURNING VANES AT ALL BRANCH TAKEOFFS AND ALL REQUIRED DAMPERS TO PROPERLY BALANCE THE SYSTEM. 8. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL DIFFU5ER5, GRILLE5 AND REGISTERS WITH INTERIOR DE516NER'S DRAWINGS. Q. PROVIDE APPROVED FIRE DAMPERS AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CEILINGS AS REQUIRED BY CODE. 10. A COPY OF THE CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE OWNER AND LANDLORD. GENERAL FIRE SPRINKLER NOTES I. GONTRAGTOR SHALL PROVIDE DRAWINGS AND HYDRAULIC CALCULATIONS OF THE ENTIRE SYSTEM 516NED AND SEALED BY THE FIRE SPRINKLER ENGINEER OF RECORD (SPRINKLER CONTRACTOR EN(51 NEER). 2. THE ENTIRE 5PAGE SHALL BE FIRE 5PRINKLERED IN ACCORDANCE a WITH NFPA, LOCAL AND STATE BUILDING CODES AND OWNER'S INSURANCE UNDERWRITER5. 3. CONTRACTOR SHALL COORDINATE EXACT LOCATION OF ALL FIRE MAINS AND SPRINKLER HEADS WITH OTHER TRADES. 4. CONTRACTOR SHALL COORDINATE ALL HIS/HER WORK WITH OTHER WILLIAM P. W TRADES AND FIELD CONDITIONS. 5. A FIRE SPRINKLER 5Y5TEM MAY EX15T IN THE SPACE. CONTRACTOR SUITE 100 SHALL REUSE, RE -WORK OR ADD TO THE EXISTING SYSTEM AS WORTHIN6T0 NEGE55ARY TO COORDINATE WITH NEW REFLECTED GEILING PLAN PHONE: ((914).156-0100 AND NOTE 2. b. SPRINKLER HEADS SHALL BE: (A5 APPROVED BY LANDLORD AND ENGINEER OF LOCAL FIRE MARSHALL) DAVID W. MU A. TOTALLY CONGEALED TYPE FOR FIN15HED AREAS, COLOR 438 E. WILSON OF COVER PLATE TO BE SELECTED BY ARCHITECT. SUITE 100 B. CHROME PLATED WITH CHROME PLATED ESCUTCHEON PLATE FOR WORTHINGTON 51DEWALL5. 51DEWAU HEADS SHALL BE INSTALLED 50 THAT PHONE: (614).436-0100 TOP OF ESCUTCHEON PLATE 15 MINIMUM 6" BELOW FINISHED FAX: (614) GEILING. W G. BRA55 PENDANT FOR UNFINISHED AREAS. U PROVIDE A PERMANENTLY ATTACHED NAME TAG 5TATIN6 THE Q REQUIRED DE51614 CRITERIA FOR EACH HYDRAULICALLY DE516NED SPRINKLER SYSTEM. PROVIDE FIRE EXTINGUI5HER5 PER NFPA #10 AS APPROVED BY LANDLORD AND LOCAL FIRE MARSHALL. Ld T Q MECHANICAL GENERAL NOTES I. GENERAL: A. SUBMIT MANUFACTURER'S DATA AND SHOP DRAWINGS ON ALL A/C EQUIPMENT AND DUCTWORK FOR REVIEW BEFORE INSTALLATION. B. INSTALL ALL EQUIPMENT AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND LANDLORD'S TYPICAL DETAIL AND MINIMUM 5PECIFICATION5. G. ALL DIMEN51ON5 AND ACTUAL CONSTRUCTION CONDITIONS MUST BE VERIFIED AT THE JOB SITE. D. CONTRACTOR SHALL COORDINATE ALL THEIR WORK WITH OTHER TRADES AND FIELD CONDITIONS. E. CONTRACTOR, PRIOR TO 5UBMITTIN6 THEIR BID PRICE, SHALL VI51T THE SITE, FAMILIARIZE HIM5ELF/HER5ELF WITH ALL FIELD CONDITIONS, AND SHALL OBTAIN ALL REQUIRED INFORMATION NECESSARY TO COMPLETE THE JOB. ANY DI5GREPANCIE5 BETWEEN WHAT 15 SHOWN ON THE DRAWINGS AND ACTUAL WORK REQUIRED TO COMPLETE THE JOB SHALL BE TAKEN INTO ACCOUNT IN THE BID PRICE. 2. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE FOLLOWING CODES AND STANDARDS: A. ALL APPLICABLE BUILDING GODE5. B. NFPA-QOA AIR CONDITIONING AND VENTILATION. G. NEPA-cil BLOWER AND EXHAUST SYSTEMS. D. A5HRAE GUIDE - EQUIPMENT, 5Y5TEM AND APPLIGATION5. E. 5MACNA - LOW VELOCITY DUCT CONSTRUCTION. F. NFPA 101 SAFETY TO LIFE FROM FIRE IN BUILDINGS. 3. MATERIALS- A. ATERIALS-A. DUCTWORK: I. ALL DUCTWORK SHALL BE GALVANIZED SHEET METAL, SPIRAL NOUNE (NO FIBERGLA55 OUGTWORK 15 PERMITTED). 2. NOT USED. 3. PROVIDE AIR EXTRACTORS IN ALL RECTANGULAR BRANCH TAPS. 4. ROUND BRANCH TAPS SHALL BE MADE WITH "SPIN -IN" TYPE WITH VOLUME DAMPER AND ADAPTER FOR GONNECTION TO DUGT. 5. DUCTWORK INSTALLATION AND FABRICATION SHALL BE DONE IN ACCORDANCE WITH 5MAGNA STANDARDS. b. FLEXIBLE DUCTS: DUGT SHALL BE LIGHTWEIGHT CONSTRUCTED WITH GORRO51ON RE-51STANT GORE AND REINFORCED WITH BONDED HELIX. DUGT TO BE INSULATED WITH 2" THICK, I POUND FIBERGLA55 BLANKET INSULATION WITH ALUMINUM FILM VAPOR BARRIER. DUGT SHALL BE LISTED CLA55 I, UL. 5TANDARD i81. MAXIMUM FLEXIBLE DUGT LENGTH TO BE 5'-0". 7. WHERE DUCTWORK 15 5PEGIFIGALLY NOTED A5 MEDIUM PRE55URE, IT SHALL BE GON5TRUGTED IN AGCORDANGE WITH 5MAGNA 5TANDARD5 FOR A PRE55URE RATING OF 4 INGHE5 WATER COLUMN MINIMUM OR GREATER AS REQUIRED BY LANDLORD. 8. ALL GAUGES AND REINFORCEMENT MUST MEET WITH THE LATEST EDITION OF 5MAGNA 5TANDARD5 FOR MEDIUM PRESSURE DUGT AND LANDLORD'S CRITERIA. 9. GONNEGTION5 TO THE LANDLORD'S MEDIUM PRE55URE DUCTWORK SHALL BE MADE WITH "LO-LO55" SADDLE TEE TAPS BY UNITED McGILL CORP., OR A5 OTHERWISE REQUIRED BY THE LANDLORD. 10. ALL OTHER ITEM5 FROM METAL DUGTWORK 5PEGIFIGATION 5EGTION APPLY TO TH15 SECTION. 4. INSULATION: A. NOT REQU I RED. 5. HANGERS - 4" AND SMALLER GRINELL #115. 6. EQUIPMENT AS SPECIFIED ON SCHEDULE. 7. PROVIDE TURNING VANES IN ALL ELBOWS (EXCEPT ON GREA5EDUGT5), AIR EXTRAGTOR5 OR ADJU5TA5LE TURNING VANES AT ALL BRANCH TAKEOFFS AND ALL REQUIRED DAMPERS TO PROPERLY BALANCE THE SYSTEM. 8. CONTRACTOR SHALL VERIFY EXACT LOCATION OF ALL DIFFU5ER5, GRILLE5 AND REGISTERS WITH INTERIOR DE516NER'S DRAWINGS. Q. PROVIDE APPROVED FIRE DAMPERS AT ALL PENETRATIONS OF FIRE RATED PARTITIONS, WALLS AND CEILINGS AS REQUIRED BY CODE. 10. A COPY OF THE CERTIFIED AIR BALANCE REPORT SHALL BE SUBMITTED TO THE OWNER AND LANDLORD. W.8pQ a /0 164 ARCHITECT OF RECORD: WILLIAM P. W ITE 438 E. NIL5014 BRIDGE RD. SUITE 100 WORTHIN6T0 OH 43085 PHONE: ((914).156-0100 FAX: (614).136-(9023 ENGINEER OF RECORD: DAVID W. MU EN 438 E. WILSON BRIDGE RD. SUITE 100 WORTHINGTON OH 43085 PHONE: (614).436-0100 FAX: (614) 36-6023 W U M Q M �o Cf) com co z Ld T Q Fmad 0 Z T Mj >m • W �� Q V (9) QQ cl C:�: ISSUED: 5-11-04 REVISED: 7-12-04 LANDLORD COMMENTS *INDICATES NO IEVISION THIS SHEET ARCH. PROJ. NO. LID5-004 PLOT DATE: 7-12-04 DRAWN BY: JMc CHECKED BY: STAFF HVAC PLANS milso Design Weather Parameters & MSHGs ODa LIDS CLAY TERRACE {iN} 0711202004 Cowan & Associates 54;52PM Design Parameters: OF RECORD: WILLIAM P. NHITE 438 E. HIL501s BRIDGE RD. City tame ... .......... - - ._ . Indianapolis WORTHINGTON Location._.- . _ _... _ _ . ...... _ _-_ _. _ Indiana 36-0100 Latitude . . . _ ...... .__ --- _1_-__- .......... ..... __.._...... _ 39.7 Deg, Longitude_ _ _ ............ ........ ........ .,.... . _ ._: _... _ . . ....... _ 88.3 Deg, Elevation.__.__. .............. .. -----_ .. _._... __.__ _ ._.._ 807.0 tt Summer Design Dry -Bu _._ _... 91.0 IF Summer Coincident Wet BtAt ...... _ __......... . _._. _ ....... 75.0 IF Summer Daily Range. _ .. 18.3 IF Winter Design Dry43ulb _ _ _. -3.0 OF Winter Design WetmBt ........ ...... .... . ...... -4.4 OF Atmospheric Clearness Number. ........ _—._........�..._...... -. _. _ 1.00 Average Ground Reflectance_--- -..._-.., ............. .._._: ..................... ......... __0.20 ra Soil Conductivity .-----------..__._.-_...-._............ 0.800 BTU/(h,r-fit-'F) Local Time Zone (GMT +1- N hours) _....... ...-----..---._...... _._..._ .. _.... - - 5.0 hours Consider Day" Savitxls Tame -.-__.--._....._ .. .. _._ --------- ___._._ ._-..-_-._. No Simulation Weather Data.::._... _....---.--_-- noneNIA a Current Data Is , . _.. .._ .. _... .-_._ . .---..-_ 2001 ASHRAM Handbook Design Cooling Month -. -------------- __--._._. _____-. Januaryto December mr m. MIU/ V 1/L_1_1 . /--ILL A M2.0 EVAPORATOR COIL SUCTION HEADERS MECHANICAL CONTRACTOR SHALL R1RN15H AND IN5TALL COMBINATION RUBBER AND 5PRING IN-LINE VIBRATION 150LATION HANGER5, MODEL "5F -f" BY KINETIG5 N015E CONTROL, INC. EQUAL BY VIBRATION ELIMINATOR INC. OR MA50N INDU5TRIE5. ISOLATORS SHALL BE 51ZED IN ACCORDANCE WITH 150LATION MANUFACTURER'S REGOMMENDATION5 AND SHALL BE 51ZED FOR 50% OVERLOAD CAPACITY. SU5PEN51ON BRACKETS FURNISHED WITH UNIT. ATTACH BRACKETS TO UNIT AND INSTALL ALL/ THREAD ROD FROM BRACKET TO 150LATION HANGER DOUBLE NUT ALL THREAD ROD AT ALL ATTACHMENT POI NT5. " CONDENSATE AND DRAIN PAN PIPING. AUXILIARY FLOAT SHUT-OFF SNITCH. INSTALL IN AN AGGE5515LE LOCATION. UNIT TO SHUT DOWN UPON TRIP DRAW THUR A.H.U. DETAIL SCALE: N.T.5. VALVE -5 5HUT-OFF VALVE FILTER DRIER / LIQUID LINE 516HT 6LA55 /� EXTERNAL EQUALIZER LINE. SUCTION LINE THERMAL EXPAN51ON PITCH VALVE . SHUT-OFF VALVE PITCH NOTE: I. INSULATE TXVS SENSING BULB5 KITH PRE5TITE TAPE OR EQUAL. 2. INSULATE ALL PIPING AND GOMPONENT5 r15 IN AGGORDANGE WITH 5PEGIFIGATION5. 3. VERIFY LINE 51ZE5 KITH EQUIPMENT MANUFACTURER. 10 DIAMS. 4. ALL EL801615 TO BE LONG RADIUS (R=1 1/2D). MIN. 5. THE MECHANICAL CONTRACTOR 15 TO FURNISH AND INSTALL THE THERMOSTATIC, EXPAN51ON VALVE, THE 516HT GLASS, THE FILTER DRYERS, THE SOLENOID VALVE AND ALL OF THE TXV'S SENSING BULBS A55OGIATED REFRIGERATION PIPING AND TRAPS. CLAMPED N/2 COPPER STRAPS EACH. 8 DIAM5. MIN. B"'� DX ROX SPLIT COIL PIPING DEATIL M2 / 5GALE° N.T.5. ARCHITECT OF RECORD: WILLIAM P. NHITE 438 E. HIL501s BRIDGE RD. SUITE 100 WORTHINGTON OH 43085 PHONE: (614) 36-0100 FAX: (614) 36-6023 ENGINEER O RECORD: DAVID N. MU EN 438 E. NILSON BRIDGE RD. 501TE 100 NORTHINOTON, OH 43085 PHONE: (614) 436-0100 FAX: (614) 6-6023 w U a0 � O O CID � = 4Wa COZ W ra z T C4') J ■W �2 a U 0 ISSUED - 5 -11-04 REVISED: 7-12-04 LANDLORD COMMENTS *INDICATES NO REMISION THIS SHEET ARCH. PROJ. N0. L105-004 PLOT DATE: -1-12-04 DRAWN BY: BJD CHECKED BY: 5TAFF MECH LAICAL SCHE ULES & DE AILS M.4 ■ L w ELECTRICAL SYMBOL LEGEND SYM WL I -m- �j DOUBLE POLE TOGGLE 5WITGH, 20 A. - 125 / 277 + 48" COIL THREE-WAY TOGGLE SWITCH, 20 A. - 125 / 277 + 48" P 5NITC14 WITH PILOT L IGHT, + 46" M MANUAL 5TARTIN6 SWITCH, + 48" 0 GEILING MOUNTED DUPLEX RECEPTACLE OUTLET, 15 A. - 125 V., 3 WIRE 0 DUPLEX RECEPTACLE OUTLET, 15 A. - 125 V., 3 WIRE, + IS" © JUNCTION BOX 0I6 DEDIGATED DUPLEX RECEPTACLE OUTLET (ORANGP) W/ ISOL. 6ND. , 15 A., 125 V. O FLOOR OUTLET BOX, COMBINATION DUPLEX RECEPTACLE 4 TELEPHONE I' TELEPHONE WALL OUTLET, WALL MOUNTED, + 18" MEGH. HELD QUAD. RECEPTACLE OUTLET, 15 A., 125 V., 3 W 0 FLOOR MOUNTED .JUNCTION BOX 1.0 DELIVERY DOORBELL 4.944 MOTOR, 51ZED AS INDICATED ® MOTOR 5TARTER OR CONTROLLER 4.350 XX - INDICATES DISC. AMP RATIN6 4.350 3P - INDICATES NO. OF POLES 1.0 < 10 KW 0.5 16MR NON-U NF - INDICATES NON -RISIBLE XX/3P/NF/HP DISCONNECT 5W. WP - INDICATES WEATHER PROOF Z X - INDICATES DISCONNECT AMP RATING 0.000 Y - INDICATES FUSE SIZE FUSED DISCONNECT 5KZ x - NUMBER. OF POLES 11.520 WP - INDICATES WEATHER PROOF 11.520 LIGHTING OR GENERAL PANELBOARD 1.0 + 257 LG MOT TELEPHONE TERMINAL BOARD OR CABINET AIR CONDITIONING SYSTEM CONDUIT RUN CONGEALED IN WALL OR CEILING - - CONDUIT RUN UNDERGROUND, IN OR BELOW FLOOR SLAB - - - CONDUIT RUN EXPOSED WP DENOTES "WEATHERPROOF " EQUIPMENT �---a NL NIGHT LIGHT FIXTURE ® NL/EM NIGHT LIGHT / EMER6ENCY FIXTURE O5 DENOTES SPEAKER (R) RELOCATED ( EXI5TING --- HORN WITH STROBE L16HT 75cd WALL MOUNTED ® 80" A.F.F. --- 5TROBE LIGHT 15Cd WALL MOUNTED® 80" A.F.F. O PLENUM MOUNTED SMOKE DETEGTOR WZZ 91 -Az E.G. TO COORDINATE WITH LANDLORD ON PROVIDING 50A OVERGURRENT PROTECTION IN LANDLORDS D15TRIBUTION EQUIPMENT. r--------- -� r(1 T- 1T1T�1T�1� I--I--I--I--I--I I IC-IIEDI=1IC1ICDIC7-1 I01 LCDiCD E:D E::] I CD1C JI h 0 A-15 A-7,25 r47 ® AHU-I L----A-17,1a WP A -a CFI CFI L -► A-21,23 (ON PROOF) O A-22 ® PANEL 'A' A-27 I•iEmp" IOOA DISC. 5WITGH _ A-13 \ - -_- `i A-26 POWER CODED NOTES ❑I REGEPTACIF MOUNTED ON GEILING FOR SHOW WINDOW AS REQUIRED BY N.E.G. ROUTE CIRCUIT THROUGH LIGHTING CONTACTOR AND TIMECLOGK. CONTRACTOR TO TRENCH SLAB AND INSTALL (1) 3/4" CONDUIT FOR POWER AND (2) 3/4" CONDUITS FOR TELE/DATA AS SHOWN. PATCH TRENCH TO MATCH EXISTING FINISH. ❑QUAD RECEPTACLE TO 13E LOCATED ON EMBROIDERY TA13LE. VERIFY EXACT LOCATION OF RECEPTACLE PLACEMENT WITH 6.6. PRIOR TO IN5TALLATION . ® ELECTRICAL CONTRACTOR TO FURNI5H1 AND INSTALL 3/4" CONDUIT W/ PULL WIRE FROM TELEPHONE BOARD TO DESIGNATED TELEPHONE LOCATION AT GA5HH:ZAP I BACKV4RAP, PHONE COMPANY TO PROVIDE CONDUCTORS AND FINAL CONNECTIONS. THE TELEPHONE COMPANY INSTALLS THE CONDUCTORS, JACKS, AND MAKES THE FINAL CONNECTIONS. CONTRACTOR TO FIELD VERIFY EXACT REQUIREMENTS AND FIELD LOCATIONS. F51 FURNISH AND INSTALL JUNCTION BOX WITH SINGLE POLE 5WITGH FOR DISCONNECTING MEANS AT THE UNIT FOR WATER HEATER, 120 V, 10, 1500 W. © 6FI RECEPTACLE TO BE MOUNTED AT 48" A.F.F. FOR RESTROOM. 2' x 2' x 3/4" TELEPHONE BOARD AND RECEPTACLE (OR, FIELD VERIFY, RELOCATE EXISTING). CIRCUIT A5 5HOWN. E.G. TO CONNECT TO EXISTING I' G FROM LANDLORD. COORDINATE FINAL GONNEGTIONS WITH LOCAL TELEPHONE ® ELECTRICAL POWER DISTRIBUTION LOCATION FOR 5TORE. SEE "PANEL SCHEDULE' AND "POWER RISER DIAGRAM" FOR FURTHER INFORMATION. FIELD VERIFY EXACT LOCATION AND REQUIREMENTS. ® AHU-I (208V, 110), 60A/2P DISC. 5WITGH AT UNIT. REFER TO POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE 6FI RECEPTACLE AT THE UNIT. 10 GU -I (208V, 10), 60A/2P NEMA 3R DISC. 516ITGH AT UNIT. REFER TO POWER RISER DIAGRAM FOR ADDITIONAL INFORMATION. PROVIDE WEATHERPROOF 6FI RECEPTACLE AT THE UNIT. IPROVIDE (1) 3/400 5TUBBED INTO DOOR MULLION (FRAME) AS DIRECTED BY ARCHITECT AND SECURITY SYSTEM GONTRAGTOR. TERMINATE CONDUIT ABOVE ACCESSIBLE CEILING OR AS REQUESTED BY 5ECURITY SYSTEM CONTRAGTOR. ENDS OF RUN CONDUIT SHALL RECEIVE PROTECTIVE BU5HING5 TO PREVENT DAMAGE TO GABLE. 12 SINGLE POLE 54I7GH AND J -BOX FOR CA5HY4RAP. COORDINATE LOCATION WITH GA5HWRAP MANUFACTURER. 13 QUAD RECEPTACLE IN CA -%WRAP FOR GASH REGISTER. FIELD VERIFY EXACT LOCATION. PROVIDE 60A/2P NON-FUSED WEATHERPROOF NEMA -3R DISCONNECT 5WITGH. r-- I (3) #6 4 (1) #10 GU -I GRD IN 1'G ROOF (F-) 1-1/4" G WITH PULL STRING E.G. TO PROVIDE (4) #6 4 (1) X10 6RD IN EXISTING CONDUIT. AHU-I (3) #6 4 (1) #10 (4) #1 4 (4) #6 6RD IN I "G GRD IN 2"G CEILING 30 KVA PROVIDE (70A/2P 480V-34)NON-FU5ED 4W WY . 25OV DISCONNECT RESTROOM (3) #b 4 (1) #10 SWITCH AT THE UNIT. CEILING I GRD IN I"C CHANNEL NO.I 20A, 3P CONTACTOR 60A/3P PANEL TG G W/ 120V COIL #6 GRD TO BUILDING A„ STEEL AND/OR COPPER 120/205V WATER LINE MERE 30, 4W CHANNEL NO.2 /EI -5 APPLICABLE IMGOB A-28 E.G. TO EXTEND CONDUIT TO NEW DISCONNECT 5WITGH 4 PROVIDE (4) I #6 4 (1) #10 GRD. IN 1-1/4' CONDUIT. PROVIDE CURRENT LIMITING FUSES FOR SHORT CIRCUIT FAULT PROTECTION AS REQUIRED. FLOOR POWER RISER DIAGRAM SCALE: N.T.5. LIGHTING GONTAGTOR 50HEDULE DE516NATION TYPE # OF CONTACT COIL CIRGUIT5 ACTUAL N.E.C. N.E.C. POI E5 RATING VOLTAGE CONTROLLED CONTROLLED BY 'LGI' ELEGT. CONTROLLED 4 30A, 250V 120V A-1,20 TIME CLOCK KVA MEGH. HELD N.E.C. LOAD KVA N.O. 4.944 1.0 4.944 TORK TIMER #2 TYPE E,E5j3N 101 TORK TIMER #1 TYPE EE5,EN 101 5ERIE5 WITH (1) 20A N.O. 5ERIE5 WITH (1) 20A N.O. CONTACT AND 5P5T INTERNAL CONTACT AND 5P5T INTERNAL 5WITGH (OR EQUAL) 5WITGH (OR EQUAL) EXTERIOR STOREFRONT � TIMER SPOT I LTG I TIR 5P5T I SUPPLY 1 i SUPPLY I 2 3 41 1 1 2 3 41 LINE (BLAGK) CIRCUIT A-28 NEUTRAL (WHITE) CIRCUIT A-30 NEMA I ENGLO51JRE WITH ----- ---- -HINGED COVER - - TO PANELBOARD (LINE 51DE) I I SQUARE D CLA55 8s03 i I 1 � EQUAL) II' �� NTAGTOR 'LC (� 1 I I I I I I I II I STOREFRONT L I6HTI N6 LOADS 1 L -----------(LOAD SIDE) TIMECLOCK AND CONTACTOR DETAIL SCALE: N.T.5. ELECTRICAL LOAD SUMMARY Voltage: Phase: Wire: Main Size: ACTUAL POWER ACTUAL N.E.C. N.E.C. N.E.C. FEEDER DESCRIPTION CONNECTED FACTOR CONNECTED CONNECTED DEMAND DEMAND KVA KVA DEMAND KVA KVA FACTOR N.E.C. LOAD KVA LIGHTING 4.944 1.0 4.944 4.944 1.25 6.180 RECEPTACLES 4.350 1.0 4.350 4.350 1.0 < 10 KW 0.5 16MR 4.350 MOTORS 0.000 0.9 0.000 0.000 1.0 0.000 PTIM ELEC. SPACE HEATING 11.520 1.0 11.520 11.520 1.0 + 257 LG MOT 11.645 AIR CONDITIONING SYSTEM 5.360 1.0 5.360 5.360 1.0 5.360 ELECTRIC WATER HEATER 1.500 1.0 1.500 1.500 1.0 1.500 MISCELLANEOUS --- 1.0 --- --- 1.0 --- TOTALS: 22.314 0.500 22.314 22.314 0.168 23.675 20/1 TRACK LIGHTING 12 8 N.E.C. DEMAND KVA x 1000 =MIN FEEDER AMPS NOTES 0.180 1-12-0 B 0.483 SYSTEM VOLTAGE x 1.73 -- • USE GREATER OF THE CATEGORIES TRACK LIGHTING 12 10 11 -1-12-04 SPARE 20/1 -- 0.000 0.000 STAFF C 0.000 23.675 KVA x 1000 = 28.5 AMPS 20/1 SPARE 1m0 12 13 480 x 1.73 EMBROID. RECEPT 20/1 -- 0.360 0.360 A 0.318 0.318 USE 50A 48OV- 3-PHASE SERVICE NEUTRAL (WHITE) CIRCUIT A-30 NEMA I ENGLO51JRE WITH ----- ---- -HINGED COVER - - TO PANELBOARD (LINE 51DE) I I SQUARE D CLA55 8s03 i I 1 � EQUAL) II' �� NTAGTOR 'LC (� 1 I I I I I I I II I STOREFRONT L I6HTI N6 LOADS 1 L -----------(LOAD SIDE) TIMECLOCK AND CONTACTOR DETAIL SCALE: N.T.5. Panel ID: A Location: STOCKROOM Mounting: SURFACE Main e: 100A MCB Voltage: Phase: Wire: Main Size: 208 / 3 4 100 Amps 120 Panel Type: NQOD Type Encl.: NEMA 1 Q�0.� All phases to be balanced to within 7% using actual connected '- REFER TO ONE -LINE DIAGRAM FOR WERE SIZE loads. CKT NO. WIRE SIZE CKT CKT BRANCH CIRCUIT BKR BKR DESCRIPTION SIZE OPTION N.E.C. LOAD KVA ACTUAL LOAD KVA ACTUAL PHASE LOAD KVA N.E.C. LOAD KVA CKT BKR OPTION CKT BKR SIZE BRANCH CIRCUIT DESCRIPTION WIRE SIZE CKT NO. 1 12 STOREFRONT REC 20/1 TCl 0.360 0.360 A 0.208 0.208 -- 20/1 STOCKROOM LTG 12 2 3 12 GENERAL RECEPT 20/1 -- 0.720 0.720 B 0.660 0.660 -- 20/1 SALES LTG 12 4 5 SPARE 20/1 -- 0.000 0.000 C 0.000 0.000 -- 20/1 SPARE 6 7 12 CASHWRAP LTG 20/1 -- 0.500 0.500 A 0.168 0.168 -- 20/1 TRACK LIGHTING 12 8 9 12 RESTROOM RECEPT 20/1 -- 0.180 0.180 1-12-0 B 0.483 0.483 -- 20/1 TRACK LIGHTING 12 10 11 -1-12-04 SPARE 20/1 -- 0.000 0.000 STAFF C 0.000 0.000 -- 20/1 SPARE 1m0 12 13 12 EMBROID. RECEPT 20/1 -- 0.360 0.360 A 0.318 0.318 -- 20/1 TRACK LIGHTING 12 14 15 12 AHL) CU RECEPT 20/1 -- 0.360 0.360 B 0.393 0.393 -- 20/1 TRACK LIGHTING 12 16 17 6 AHU-1 60/2 -- 5.760 5.760 C 0.189 0.189 LO 20/1 EM EXIT NL 12 18 19 6 --- -- -- 5.760 5.760 A 0.525 0.525 TC1 20/1 STOREFRONT LTS 12 20 21 6 CU -1 60/2 -- 3.320 3.320 B 1.500 1.500 -- 20/1 WATER HEATER 12 22 23 6 --- -- -- 3.320 3.320 C 0.000 0.000 -- SPACE 24 25 12 CASHWRAP RECEPT 20/1 LO 0.800 0.800 A 0.360 0.360 -- 20/1 EMBROID RECEPT 12 26 27 12 TELE TERM BD 20/1 LO 0.360 0.360 B 0.750 0.750 TC2 20/1 EXTERIOR LIGHTS 12 28 29 SPARE 20/1 -- 0.000 0.000 C 0.100 0.100 -- 20/1 77MECLOCK 12 30 31 SPACE 0.000 0.000 A 0.000 0.000 SPACE 32 33 SPACE 0.000 0.000 B 0.000 0.000 SPACE 34 35 SPACE 0.000 0.000 C 0.000 0.000 SPACE 36 37 SPACE 0.000 0.000 A 0.000 0.000 SPACE 38 39 SPACE 0.000 0.000 B 0.000 0.000 SPACE 40 41 SPACE 0.000 0.000 C 0.000 0.000 SPACE 42 Actual Load Panel Summary Phase A: 9.4 KVA Phase B: 8.7 KVA Phase C: 9.4 KVA Total: 27.5 KVA N.E.C. Load Panel Phase A: Phase B: Phase C: Total: Summary 9.4 KVA 8.7 KVA 9.4 KVA 27.5 KVA Breaker Options (If Used): LO - Lock -On Device TCI - Wire Thru TimeClock=er (E) - Existing TC2 - Wire Thru TimeClock HR - HACR Rated Circuit B `j! •' W�'''o f Q�0.� ARCHITECT OF RECORD: WILLIAM P. 14HITE 438 E. NIL N BRIDGE RD. SUITE 100 WORTHIN6T N, OH 43085 PHONE: (6141456-0100 FAX: (614 436-6023 ENGINEER PF RECORD: DAVID W. KII LEN 438 E. PqIL50N BRIDGE RD. 5UiTE 100 WORTHIN6T N, OH 43085 PHONE: (614) 436-0100 FAX: (614) 436-6023 III 0 M � o Cr � Q COZ W �a Z r \��■ W .2 Q J V V 0 C3V C:� ISSUED: -II-04 REVISED: 1-12-0 1 LANDLORD GOMMENT5 SIE INDICATES N REVISION THIS SHEET ARCH. PROJ. N . LIDS -004 PLOT DATE: -1-12-04 DRAWN BY: J15.E. CHECKED BY: STAFF ELECTRICAL PO R PLAN 1m0 G.G. TO INSTALL HAN6ER5 WITH ALL THREAD AND BEAM CLAMPS TO BAR J015T AS REQUIRED TO PROPERLY SUPPORT ALL EQUIPMENT AND FIXTURES. FIELD VERIFY EXACT REQUIREMENTS AND SUPPORT LOGATION5.--j "A" TYPE LIGHT' FIXTURE 12'-0" TO _ -- BTM. OF FIXTURE TRACK LIGHT FIXTURE 4 FLUORESCENT WALL WASHER FIXTURES. TRACK LIGHT FIXTURE t FLUORESCENT HALL WASHER FIXTURES. ---/ LOH VOLTAGE PENDANT FIXTURE. MOUNTED ON TRACK. EXI5TING DECK ABOVE MAIN SUPPLY AIR DUCT 3/8" DIA. ALL -THREAD AT 6-0" O.G. MAX. (T(P) UNISTRUT P!000 (TYP) 12'-0" A.F.F. _- BTM. UNI5TRUT _-- Q'-0" BOTTOM OF� PENDANT SCHEMATIC SECTION - FIXTURE INSTALLATION SCALE: N.T.5. I. ALL NORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRICAL GODE AND ALL APPLIGABLE FEDERAL, STATE AND LOCAL GODE5 AND LANDLORD'5 DE5I6N GRITERIA. 2. THE CONTRACTOR 15 RESPONSIBLE FOR EVALUATING FIELD CONDITIONS BY VISITING THE 51TE PRIOR TO GOMMENCIN6/ BIDDING NORK. 3. THE GONTRAGTOR SHALL 5AT15FACTORILY REPAIR/ REPLACE EQUIPMENT OR PART OF STRUCTURAL DAMAGED A5 A RESULT OF THEIR WORK. 5URFAGE5 AND FINISHED AREAS SHALL BE RESTORED TO MATCH ADJACENT AREAS. 4. APPROVAL SHALL BE OBTAINED FROM THE ENGINEER/ LANDLORD PRIOR TO GUTTING OR DRILLING ANY 5TRUGTURAL SUPPORT MEMBER. 5. ALL DEVICE BOXES SHALL BE INSTALLED FLUSH AND GONDUIT5 RUN CONGEALED IN FINISHED AREAS EXCEPT AS 5PEGIFIGALLY 5HOHN/NOIED OTHERWISE. 6. ALL ELECTRICAL EQUIPMENT 5HALL BE REMOVED FROM 5TRUGTURE. ACCESSIBLE RAGENAY5, HIRES, BOXES, SWITCHES AND OTHER ELECTRICAL ITEMS ASSOCIATED HITH THI5 WORK SHALL BE REMOVED IF NOT REQUIRED FOR NEN EQUIPMENT TO CONTINUE IN SERVICE. 7. HIRE SHALL BE REMOVED BACK TO SOURCE FROM INAGGE5515LE RAGEPAY5 NOT REUSED. INSTALL BLANK PLATES ON FLUSH OUTLETS NOT REUSED. PLATE COLOR SHALL MATCH ADJACENT SURFACE AS NEAR AS POSSIBLE IN FINISHED AREAS. 8. MODIFY AND REROUTE EXISTING HIRING AS REQUIRED TO AC-COMPL15H INDICATED HORK AND CONTINUE 5ERVIGE TO LOAD5 BEYOND AREA IN NHIGH PORK 15 DONE. Q. INSTALL POWER AND CONTROL WIRING AND REQUIRED CONTROL GOMPONENT5 FOR AIR CONDITIONING 5Y5TEM5 AS 5HONVNOTED ON THESE DRAPINGS AND PER OTHER APPLICABLE 0RAWING5/IN5TRUGTION5. SEE AIR GONDITIONING DRAWINGS. 10. ALL MATERIAL REMOVED SHALL BE DISPOSED OF A5 DIREGTED BY TENANT OR LANDLORD. 11. ALL WIRING INDICATED AS EX15TINC7 15 BASED ON ORIGINAL CONTRACT DRAWINGS AND 15 TO BE VERIFIED BY CONTRACTOR AT JOB SITE. 12. HIRE SIZE SHALL BE #12 THHN/THHN UNLESS OTHERWI5E NOTED ON PLANS. CONDUCTORS #6 AND LARGER SHALL BE THP. 13. ALL GONDUGTOR5 SHALL BE COPPER. 14. ALL CONDUCTORS SHALL BE RUN IN CONDUIT (EMT OR RI610). FLEXIBLE CONDUIT MAY ONLY BE USED FOR FINAL CONNECTIONS FROM OUTLET BOXE5 TO LIGHT FIXTURES, MOTORS, APPLIANCES, ETC., MAX. LENGTH 6-0'. NO BX, ROMEX, ARMORED GABLE, ETG. ALLOWED. 15. ALL MATERIALS SHALL BE UL. APPROVED. 16. NEP TYPEWRITTEN PANEL TALLY SHALL BE FURN15HED AFTER JOB 15 COMPLETED REFLECTING ALL GHAN6E5 AND ADDITIONS. 17. ALL BRANCH GIRGUIT5 SHALL BE PROPERLY PHASE BALANCED. 18. GONTRAGTOR SHALL SEAL ALL FLOOR OPENINGS KITH A FIRE SEAL SIMILAR TO "OZ" FLAME5EAL. GENERAL ELECTRICAL NOTES 14. CONTRACTOR TO REMOVE AND/OR REPLACE CIRCUIT BREAKERS IN EXISTING PANELS TO OBTAIN AMOUNT REQUIRED AS A MINIMUM PER PANEL SCHEDULE. ALL EXI5TIN(5 EXCESS BREAKERS, IF ANY, TO REMAIN A5 SPARES. 20. ALL NON -POWER RELATED WIRING IN GEILIN6 AIR GONDITIONIN6 PLENUM RUNNING WITHOUT CONDUIT SHALL BE TEFLON COATED GLA551FIED FOR U5E IN PLENUMS. 21. ALL NEW BRANCH CIRCUIT BREAKER5 SHALL MATCH EXI5TIN67 CONDUCTOR 51ZE. IF CONDUCTOR 51ZE 15 LE55 THAN CIP.GUIT BREAKER SIZE, CHANGE CONDUCTOR TO MATCH CIRCUIT BREAKER FOR EXISTING MOTOR, NOTIFY ENGINEER PROR TO ROUGHING -IN. 22. ALL LOAD5 IN EXI5TIN6 PANELBOARD ARE ESTIMATED. 23. PROVIDE TRAPEZE HANGER A_%EME3LY FOR PLENUM GOMMUNIGATION GABLES WITH 3/8" DIAMETER. THREADED ROD AND CHANNEL A 55EM131-Y TO SUPPORT GABLE BUNDLE5 EVERY 4 FT... O.G. (MAXIMUM GABLES TO BE PROPERLY STRAPPED WITH 5ELF-LOGKIN67 GABLE TIE5). EXP05M GABLES SHALL NOT LIE ON TOP OF GEILIN6 TILE OR LUMINAIRES. 24. ALL DATA EQUIPMENT TO BE FED BY A DEDICATED CIRCUIT HHIGH GON515T5 OF A POKER CIRCUIT THAT FEEDS THI5 TYPE OF EQUIPMENT ONLY WITH A SEPARATE GREEN GROUNDING CONDUCTOR CARRIED ALL THE WAY BACK TO THE PANEL TO 13E CONNECTED TO THE ISOLATED GROUNDING SYSTEM. 25. SEE ARGHITEGTURAL DRAWINGS OR INFORMATION GONGERNING EXISTING GONDITION5 AND NEW WORK 26. ALL EXI511% LUMINAIRES TO BE REUSED SHALL BE THOROUGHLY GLEANED AND RELAMPED. 27. ALL WIRING DEVICES SHALL BE WHITE WITH PLASTIC WHITE COVER PLATES EQUAL TO LEVITON 53500 5ERIE5 (SWITCHES); 5252 SERIES (REGEPTAGLE5); 38000 SERIES (DOVER PLATE5). 28. ALL CONDUITS, CABINETS, PANELS AND OTHER EXPOSED NON-GURRENT GARRYING METAL PARTS OF ELECTRICAL EQUIPMENT 5HALL BE GROUNDED IN ACCORDANCE WITH N.E.G. 250 AND ALL APPLICABLE FEDERAL, STATE AND LOCAL GODE5. 2a. MINIMUM SIZES OF CONDUITS SHALL BE 3/4" FOR EMBEDMENT IN CONCRETE AND 1/2" FOR ALL OTHER APPLICATIONS. 30. ALL DEVICES IN EXI5TIN6 HALL5 NOT AFFECTED BY NEW CONSTRUCTION SHALL REMAIN ACTIVE. 31. ALL EMPTY GONDUIT5 TO BE PROVIDED WITH NYLON PULL 5TRING5. 32. FU5E5 5HALL BE DUAL ELEMENT, TIME DELAY TYPE UNLESS OTHERWISE NOTED. 33. A/C EQUIPMENT WIRING, BREAKER AND FUSE 51ZE5 ARE BASED ON A/C EQUIPMENT SPECIFIED ON CONTRACT DRAWIN66-5. CONTRACTOR 15 RESPONSIBLE FOR PROVIDING ALL WIRING, BREAKER AND FUSE SIZE, IN ACCORDANCE WITH A/C EQUIPMENT NAMEPLATE REQUIREMENTS IF DIFFERENT FROM THAT SPECIFIED ON DRAM NG5, AS WELL A5 ANY FEEDER CHANC-E5 BEING AFFEGTED BY THI5 CHANGE. CONTRACTOR SHALL MAKE ABOVE MENTIONED CHANGES AT NO EXTRA COST. BC A-14 (51NITGH 'b') A -4A 05WITGH 'a') 3NITGH 'd') A-10 (5WITGH 'c) O A-8 (5WITGH 'e') BD 1: 34. CONTRACTOR SHALL COORDINATE ALL THEIR WORK WITH OTHER TRADES IN ORDER TO FURNI5H AND INSTALL ALL CONTROL WIRING AND RACEWAYS, ALL POWER AND CONTROL GIRCUIT5 WIRING AND RAGENAY5 A5 5140HN ON THE AIR CONDITIONING DRANING5 OR SPECIFICATIONS IF AIR GONDITIONIN6 DRANIN65 REFER TO THE MANUFACTURER'S WIRING DIA6RAM5, THE CONTRACTOR SHALL VERIFY WITH SAID MANUFACTURER ALL REQUIRENE14T5 AND INCLUDED ALL RELATED WORK IN THEIR CONTRACT. 35. ALL LUMINAIRES SHALL BE PROPERLY SUPPORTED IN AGGORDANCE WITH THE GEILIN6 SYSTEM MANUFACTURER RECOMMENDATIONS AND LOCAL CODE REQUIREMENTS. 36. R15ER5 ARE DIAGRAMMATIG ONLY. THEY DO NOT 5HOW EVERY BEND REQUIRED FOR THE INSTALLATION. 37. THI5 DRAWING 15 A GUIDE FOR THE INSTALLATION OF ELECTRICAL SERVICE. THE ELEGTRIGAL CONTRACTOR 15 RESPONSIBLE TO PROVIDE A FUNGTIONIN6 SYSTEM. 38. ALL GABLES SHALL BE RUN WITHOUT 5PLIGE5 EXCEPT HHERE OTHERWISE INDICATED. 39. ALL PULL AND JUNCTION BOXES SHALL BE AGGE55ABLE AT ALL TINE5. 40. EXACT POINT METHOD OF CONNECTION SHALL BE DETERMINED IN FIELD. 41. ALL WORK SHALL BE DONE IN A NEAT AND WORKMANLIKE MANNER- 42. AM,ER42. ALL RAGEWAY ROUTED, INSULATED GONDUGTOR5 SYSTEM SHALL BE COLOR CODED AS FOLLOWS: 120/208V SYSTEM 27M/460V SYSTEM PHA5E 'A' BLACK PURPLE PHASE B' RED BROWN PHA5E 'G' BLUE YELLON NEUTRAL WHITE GRAY GROUND GREEN GREEN 43. EXI5TIN67 F/A PULL 5TATION5 TO REMAIN IN SANE LOCATION. MAKE ALLOWANCE FOR REMOVING THE DEVICE, PROVIDE NEW PLASTER RING REQUIRED FOR NEN RE5URFAGIN65 AND REIN5TALL IN PLACE. 44. EXI5TING F/A AUDIO DEVICES THAT ARE LOCATED IN DEMOLISHED AREA TO BE RELOCATED A5 5HOHN OR A5 DIRECTED IN FIELD AND CONDUIT AND WIRING EXTENDED A5 REQUIRED. 45. E.G. TO INCLUDE IN THEIR BASE BID GONNEGTING TO EXISTING F/A SYSTEM PROVIDING AND IN5TALLING REQUIRED F/A 5Y5TEM DEVICES WITHIN SPACE AS REQUIRED BY LOCAL AND MALL AUTHORITIES. 46. GONTRAGTOR REQUIRED TO CHECK ALL EXI5TING WIRING, DEVICES, 5PLIGE5 ETG.. FOR ANY DAMAGE PRIOR TO BID. PROVIDE ANY ADDITIONAL GO5T5 OF REPAIRING DAMAGED EQUIPEMENT IN BID. LJG -MNG CODED NOTES ❑I WIRE EM/EX/NL FIXTURES AHEAD OF LOCAL 5WITGH. aWIRE THRU LIGHTING CONTACTOR AND TIMEGLOGK #I. WIRE THRU TIMEGLOGK #2. - B7 ALL WORK INSIDE STORE SHALL COMPLY WITH LANDLORD'S SPECS. LIGHTING SCHEDULE KEY DESGRI PTI ON MANUFACTURER SPEG I E I GATI ON WATT VOLT QTY. REMARK5 O CERAMIC METAL HALIDE LOW BAY WITH 5PECTRUM LIGHTING 5PPRX120b-IOOMH/HM 100 120 5 SUPPLIED d INSTALLED BY 6.G. (BTM. ® 12'-0" A.F.F) A1. AGRYGLIG LEN5E (TYP) ARCHITECT OF RECORD: WILLIAM P. NHITE TRACK LIGHT FIXTURE LAZER (HALO) LZR335P 15 120 7 SUPPLIED d INSTALLED BY G.G. 4) 436-0100 FAX: (61 4) 436-6023 ENGINEER OF RECORD: DAVID N. LLEN 438 E. NL5ON BRIDGE RD. HUNG LIGHT TRACK HALO Lb50 SERIES N, OH 43085 PHONE: ((91,) 72' SUPPLIED 4 INSTALLED BY G.G. (BTM ®12'-O" A.F.F) 436-6023 uj V M co H 0 SUPPLIED d INSTALLED ® LOW VOLTAGE PENDANT ALUMINA LF501 50 120 3 BY G.G. (BTM 0 Q' -O" A.F.F) FLUORESCENT HALL HALO L3240EP/LVR32405G 40 120 16 SUPPLIED $ INSTALLED HASHER Q Q BY 6.G. -� C7005ENEGK 516N LIGHT5 SPECTRUM LIGHTING SPARI214/PA23/GPb COLOR TO BE OFF-WHITE I 150 TNG. 120 5 BS�L�ED d INSTALLED ISSUED: REGE55ED GAN LIGHTS HALO H-TT-478-TRMbP l5 120 T SUPPLIED $ INSTALLED BY G.G. E ORD COMMENTS *INDICATES 10 REVISION THIS SHEET ARCH. PROJ. 10. L105-004 PLOT DATE: I SUPPLIED 4 INSTALLED DRAWN BY: FLUORESCENT STRIP METALUX 55-232-120V-EB81 32 120 5 BY G.G. SUPPLIED d INSTALLED LIGHT/EXHAU5T FAN TBD TBD XX XX I BY G.G. LEAD GALGIUM BATTERY PONERED, 3 SUPPLIED 8 INSTALLED EMERGENCY LI6HT 5URE-LITE5 MAINTENANCE FREE, GAT. #GG3PH 8120 BY G.G. LEAD CALCIUM BATTERY POWERED, SUPPLIED d INSTALLED 8 EXIT LIGHT 5URE-LITE5 MAINTENANCE FREE, GAT. 8 120 1 BY 6.G. #LPX70RHH LIGHTING NOTES NIGHT LIGHTS TO BE INSTALLED ON SEPARATE CIRCUIT. ALL OVERHEAD LIGHTING N/ THE EXGEPTION OF THE TOILET ROOM SHALL BE SNITCHED AT THE El EGTRIGAL PANEL. IF HALL MOUNTED IF REQUIRED BY CODE 5MOKE/1-EAT DETECTOR 5PAGIN6 SHALL 5PITGHE5 EX15T THE 6.G. SHALL RELOCATE AS REQUIRED 50 A5 GOMPLY N/ THE REQ. OF NFPA 72-E. THE IN5TALLI% GONTRACTOR TO NOT CONFLICT KITH WALL FIXTURE LOGATION5 SHALL SUBMIT A GEILIN6 PLAN SHOWING THE LOCATION OF THE DETECTORS TO THE FIRE MARSHAL FOR APPROVAL BEFORE STARTING G.G. TO VERIFY PROPER WORKING ORDER OF EXI5TI% ITEMS TO BE REUSED WORK. 4 REPAIR/REPLAGE AS REQUIRED. OF REQUIRED) SEE MEP 5HEET5 ELETRICAL LIGHT NG PLANS E2mO gQ-¢��srF�aF2�'3 o. s 8 823 ST � 4. A1. ARCHITECT OF RECORD: WILLIAM P. NHITE 438 E. Ni N BRIDGE RD. SUITE 100 NORTHINC-71 ON, OH 43085 PHONE: (61 4) 436-0100 FAX: (61 4) 436-6023 ENGINEER OF RECORD: DAVID N. LLEN 438 E. NL5ON BRIDGE RD. SUITE 100 NORTHING N, OH 43085 PHONE: ((91,) 436-0100 FAX: (61 ,1) 436-6023 uj V M co H 0 co T m m(oZ r Q )odZ Q T CL cM >=��w Q Q U 0 cl C:� ISSUED: 5-11-04 REVISED: 1-12--o4 LAND ORD COMMENTS *INDICATES 10 REVISION THIS SHEET ARCH. PROJ. 10. L105-004 PLOT DATE: 7-12-04 DRAWN BY: I J.5.E. CHECKED BY: I STAFF ELETRICAL LIGHT NG PLANS E2mO