Loading...
HomeMy WebLinkAbout3200 Red Cleveland Blvd - BC09-000591 (SANFORD AIPRORT AUTHORITY) (GALLERIE BOOKS) (INTERIOR ALTERATIONS) (A)MLTALUNA r Architecture & Design P.C. 1665 HiahwaY 588 .: .. :.:u ���-�i II � I VIS I�� ul�� '.._•. _ Ellisville MS 39437 u ,�"� "' � ,,%.e�irW» `...k��"�U:{ � f. i I ''i�Rl'r�g'�'� � � i µ,✓ ''.F �. TEL 601.914.6909! FAX 601.763.4886 AMIVU 1�W%III Pk°���. r�. � - F f. W TALUNAarchitects,com % F. -F .'F. �. + ..,i F-, F -.-F..-: F F F F F-f.'-f..� e ri m F : F.:F :./..: f f mail` met�luna minds n .co P g ` I i iii �, - mm- NUMOVRN -'iiW -0 - -1 11 1 - , we TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEq m4v: ill [p 1. ALL WORK 15 TO CONFORM TO ALL AFFLICADLE NATIONAL, STATE AND LOCAL CODES AND AU -f HOKITIE5, WORK SHALL bE APPROVED AND MEET THE LAND[_ORD'5 KEQUIKEMENT5. 2. THE G.C. TO VERIFY ALL DIMEN51ONS AT THE JOB SITE AND REPORT ANY DISCREPANCIES TO THE TENANT'5 REPRESENTATIVE. THE G.C. 15 RESFONSIDLE FOR THE FROFEK FIT AND INSTALLATION OF ALL WORK SHOWN ON THESE DRAWING5. THE AKCHITECT SHALL NOT DE RE5FON51BLE FOP. ANY FABKICATION OR INSTALLATION TECHNIQUES PROVIDED BY THE G.G. OR ANY 5UB-CONTKACTOK5. 5. THE G.G. SHALL SECURE AND FA( FOR ALL FEKMIT5, FEES, LICEN5E5, TEMFORAY UTILITIES, INSPECTIONS, TESTS, AND CARR( LIADILITY INSURANCE AS KEQUIRED. INCLUDE SAME IN DID. 4. UNLESS OTHEKW15E NOTED, THE G.G. SHALL PROVIDE AND PAY ALL ALL LABOK, MATERIALS, EQUIPMENT; TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TKAN5FOKTATION, INSFECTION5 OF, TESTS SPECIFIED OR KEQUIKED BY THE LOCAL/STATE BUILDING DEPARTMENT, AND OTHER SERVICES AND FACILITIES NECE55AKY FOR. PROPER AND TIMELY EXECUTION OF WORK. 5. ALL FIXTURES, EQUIPMENT, COMPONENTS AND MATERIALS DELIVERED TO THE SITE AND RECEIVED BY THE CONTKACTOK AND/OR H15 AGENTS, BECOME T -HE KE5PON51BILITY OF THE G.C. NO DELIVERIES WILL DE ACCEPTED BY THE LANDLORD. 6. NO 5UB5TITUTIONS AKE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE TENANT. 7. THE G.C. SHALL KEEP THE JOB 51TE CLEAN AT ALL TIMES AND SHALL PREVENT DUST/DIKT FROM GETTING INTO THE AIRPORT COMMON AREA. UPON COMPLETION OF WORK, THE G.G. SHALL THOROUGHLY CLEAN ENTIRE STORE, CLEAN ALL GLASS, WALLS, FIXTURING, FLOOK5, AND CEILING, REMOVE ALL SCRATCHES 6, MAKK5 LEFT FROM CONSTRUCTION. FLOOK5 SHALL DE MOPPED. STEPS SHALL BE TAKEN TO REMOVE FROM ALL EXF05ED SURFACES AND FIXTUKING: DUST, DEDRI5, PAINT DKIFFING5, OIL, GKEASE, ADHESIVE5, AND OTHER BLEM15HE5, IN THE EVENTTHAT ADDITIONAL WORK 15 KEQUIKED AFTER STOKE 15 TURNED OVER. TO TENANT, THE G.G. 5HALL PROVIDE PROTECTION FOR ANY EXPOSED SURFACES, FIXTUKING, AND MERCHANDISE AND SHALL BE RESPONSIBLE FOR RETURNING STORE TO A "STOKE OPENING" CONDITION, 8. THE G.C, 5HALL V151T THE JOB 51TE FRIOR TO DIPPING OR AWAKD OF CONTKACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOK AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE G.G. SHALL CONTACT THE ARCHITECT, ENGINEER, OR TENANT KEFKE5ENTATIVE PRIOR TO DIPPING FOR INTERFRETATION5 AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN H15 BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE DY THE ARCHITECT, ENGINEER, OR TENANT'5 REPRESENTATIVE AFTER DIPPING WILL BE FINAL AND SHALL BE IMPLEMENTED AT G.C.15 COST. 9. ALL ELECTRICAL AND TELEPHONE WIRING AND CONDUIT SHALL DE CONCEALED IN WALLS, CEILINGS, OR MILLWORK. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY.OTHEf PURPOSES IN ,CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. `,c QPY RIGHT 2008 12. ALL WOODOWORK SHALL BE MANUFACTUKED IN ACCORDANCE WITH THE CURRENT EDITION OF THE ARCHITECTURAL WOODWORK QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE IN THE GRADES SHOWN ON DRAWINGS. SURFACES SHALL BE TRUE 5TRAIGHT AND FREE FROM ALL MACHINE AND TOOL MARKINGS, DRIJI5E5, INDENTATIONS, CHIPS, AND ABRA510N5. 15, THE G.C. SHALL -FAKE ALL FKECAUTION5 TO MAINTAIN FKEE ACCE55 OF ALL LANDLOKD/TENANT SERVICE PERSONNEL AND THE PUBLIC THROUGH THE AREAS INVOLVED AND SHALL SEE THAT ALL LANDLOKD/TENANT FACILITIES, EQUIPMENT, AND SERVICES ARE FULLY OPERABLE DURING DU5INE55 HOURS. ANY SHU-f DOWN OF ELECTRIC, TELEPHONE, COMMUNICATIONS, PLUMBING, OR HVAC SERVICES KEQUIKED SHALL DE SCHEDULED WITH THE LANDLOKD/TENANT REPRESENTATIVES AND ACCEPTED DY SAME FKIOR TO ANY INTERUFTION OF SERVICE. 14, ALL'EXI5TING TO KEMAIN' ITEMS OK MATERIALS SHALL BE PKOTECTED THROUGHOUT THE CONSTRUCTION PERIOD AND SHALL BE THOROUGHLY CLEANED JUST PRIOR TO TUKNOVEK OF SPACE To TENANT. 15, THE G.0 AND ALL SUBCONTRACTORS MUST DISPLAY PROPER 15SUED SECURITY IDENTIFICATION AT ALL TIMES AS KEQUIRED DY THE LANDLORD, 16. THE G.C. SHALL BE BOUND TO THE BUILDING RULES AS To THE HOUK5 OF WORK, USE OF THE ELEVATORS AND STAIRS, 5TOKAGE AND REMOVAL OF DEBKIS, ETC. ALL WORK SHALL DE PERFORMED AS EXFE1)ITIOU5LY AS 1205515LE. THE CONTKACT PKICE MUST INCLUDE ANY AND ALL CON5IDEKATION OF THE 13UILDINGKULE5. NO EXTRA CHARGES WILL DE ADDED AFTER CONTRACT SIGNING. 17. ALL DID5 ARE TO BE 5UBMITTED TO THE TENAT REFRE5EN-rATIVE PER H15 INSTRUCTIONS. 13ID5 SHALL BE DROKEN DOWN PER THE TENANT KEFRE5ENTATIVE'5 DID FORM. 18. CON5U[_TANT5' DRAWINGS AKE 5UFFLEMENTAL To THE ARCH ITECTUKAI_ DKAWING5. IT 15 THE KE5FON5I13ILITY OF THE G.C. TO CROSS CHECK WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE OKDEKING/IN5TALLATION OF ANY MECHANICAL, FLUM5ING, AND ELECTRICAL WORK, ANY 1)I5CKEPANCIE5 BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER'5 DRAWING5 SHALL BE DKOUGHT TO THE ARCHITECT'S ATTENTION FOR IMMEDIATE CLARIFICATION, 19. ALL EXITS SHALL DE KEPT KEADILY ACCE55IDLE AND UNOBSTRUCTED AT ALL TIMES. 20, DAMAGED SURFACES AND ANY OTHER DEFECTS CAU5ING AN APPEARANCE DIFFERENT FROM A NEW, FIK5T=CLA55, FINISHED INSTALLATION SHALL EITHER BE REPAIRED OR THE G.C, SHALL REMOVE EXISTING AND INSTALL NEW SURFACES AT NO ADDITIONAL COST. 21. PROVIDE FIRE EXTINGUISHEK(5) HAVING A MINIMUM RATING OF 2 -A.10 -B.0 FOR EVERY 2,500 5F OF FLOOR AREA. TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 75'. LOCATE EXTINGUISHER BETWEEN 4" AFF AND 60" AFF. 22. IF REQUIRED BY THE LANDLORD OR LOCAL AUTHORITIE5, THE G.C. SHALL FKOVIDE SPRINKLER FLANS FKEFARED 13Y A LAN DLORD-AFFKOVE1) FLORIDA STATE LICENSED CONTRACTOR, AND IF REQUIRED DY THE LANDLORD OR LOCAL AUTHORITIES, BE MADE: FAKT OF THE CONSTRUCTION DOCUMENTS. I Rm hE (Am;` T 0 R 1 ya" TENANT Hudson Group TENANT / l ltll l REPRESENTATIVE 1 MEADOWLANDS PLAZA SUITE902 GENERAL SPECIFICATIONS EAST RUTHERFORD, NJ 07073 GENERAL SPECIFICATIONS TEL (404)822-7348 LANDLORD SANFORD ORLANDO INTERNATIONAL AIRPORT ..Y SANFORD AIRPORT AUTHORITY DEMOLITION BARRICADE: AND TEMP FIXTURES 1200 RED CLEVELAND BLVD LIFE SAFETY PLAN SANFORD,FL 32773 TE. ,- „INAL B- D' : I ' S TIC - LEVEL 2 FLOORING MATERIAL PLAN 1 , REFLECTED CEILING PLAN CONTACT: JENNIFER TAYLOR INTERIOR ELEVATIONS PROJECT COORDINATOR INTERIOR ELEVATIONS & FINISH SCHEDULE 407-585-4000 STOREFRONT ELEVATION MLTALUNA r Architecture & Design P.C. 1665 HiahwaY 588 .: .. :.:u ���-�i II � I VIS I�� ul�� '.._•. _ Ellisville MS 39437 u ,�"� "' � ,,%.e�irW» `...k��"�U:{ � f. i I ''i�Rl'r�g'�'� � � i µ,✓ ''.F �. TEL 601.914.6909! FAX 601.763.4886 AMIVU 1�W%III Pk°���. r�. � - F f. W TALUNAarchitects,com % F. -F .'F. �. + ..,i F-, F -.-F..-: F F F F F-f.'-f..� e ri m F : F.:F :./..: f f mail` met�luna minds n .co P g ` I i iii �, - mm- NUMOVRN -'iiW -0 - -1 11 1 - , we TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEq m4v: ill [p 1. ALL WORK 15 TO CONFORM TO ALL AFFLICADLE NATIONAL, STATE AND LOCAL CODES AND AU -f HOKITIE5, WORK SHALL bE APPROVED AND MEET THE LAND[_ORD'5 KEQUIKEMENT5. 2. THE G.C. TO VERIFY ALL DIMEN51ONS AT THE JOB SITE AND REPORT ANY DISCREPANCIES TO THE TENANT'5 REPRESENTATIVE. THE G.C. 15 RESFONSIDLE FOR THE FROFEK FIT AND INSTALLATION OF ALL WORK SHOWN ON THESE DRAWING5. THE AKCHITECT SHALL NOT DE RE5FON51BLE FOP. ANY FABKICATION OR INSTALLATION TECHNIQUES PROVIDED BY THE G.G. OR ANY 5UB-CONTKACTOK5. 5. THE G.G. SHALL SECURE AND FA( FOR ALL FEKMIT5, FEES, LICEN5E5, TEMFORAY UTILITIES, INSPECTIONS, TESTS, AND CARR( LIADILITY INSURANCE AS KEQUIRED. INCLUDE SAME IN DID. 4. UNLESS OTHEKW15E NOTED, THE G.G. SHALL PROVIDE AND PAY ALL ALL LABOK, MATERIALS, EQUIPMENT; TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, TKAN5FOKTATION, INSFECTION5 OF, TESTS SPECIFIED OR KEQUIKED BY THE LOCAL/STATE BUILDING DEPARTMENT, AND OTHER SERVICES AND FACILITIES NECE55AKY FOR. PROPER AND TIMELY EXECUTION OF WORK. 5. ALL FIXTURES, EQUIPMENT, COMPONENTS AND MATERIALS DELIVERED TO THE SITE AND RECEIVED BY THE CONTKACTOK AND/OR H15 AGENTS, BECOME T -HE KE5PON51BILITY OF THE G.C. NO DELIVERIES WILL DE ACCEPTED BY THE LANDLORD. 6. NO 5UB5TITUTIONS AKE ALLOWED WITHOUT PRIOR WRITTEN APPROVAL OF THE TENANT. 7. THE G.C. SHALL KEEP THE JOB 51TE CLEAN AT ALL TIMES AND SHALL PREVENT DUST/DIKT FROM GETTING INTO THE AIRPORT COMMON AREA. UPON COMPLETION OF WORK, THE G.G. SHALL THOROUGHLY CLEAN ENTIRE STORE, CLEAN ALL GLASS, WALLS, FIXTURING, FLOOK5, AND CEILING, REMOVE ALL SCRATCHES 6, MAKK5 LEFT FROM CONSTRUCTION. FLOOK5 SHALL DE MOPPED. STEPS SHALL BE TAKEN TO REMOVE FROM ALL EXF05ED SURFACES AND FIXTUKING: DUST, DEDRI5, PAINT DKIFFING5, OIL, GKEASE, ADHESIVE5, AND OTHER BLEM15HE5, IN THE EVENTTHAT ADDITIONAL WORK 15 KEQUIKED AFTER STOKE 15 TURNED OVER. TO TENANT, THE G.G. 5HALL PROVIDE PROTECTION FOR ANY EXPOSED SURFACES, FIXTUKING, AND MERCHANDISE AND SHALL BE RESPONSIBLE FOR RETURNING STORE TO A "STOKE OPENING" CONDITION, 8. THE G.C, 5HALL V151T THE JOB 51TE FRIOR TO DIPPING OR AWAKD OF CONTKACT TO INSPECT EXISTING FIELD CONDITIONS. THIS CONTRACT SHALL INCLUDE ALL LABOK AND MATERIALS NECESSARY FOR FIELD MODIFICATIONS DUE TO EXISTING CONDITIONS. THE G.G. SHALL CONTACT THE ARCHITECT, ENGINEER, OR TENANT KEFKE5ENTATIVE PRIOR TO DIPPING FOR INTERFRETATION5 AND CLARIFICATIONS OF THE DESIGN AND INCLUDE IN H15 BID ALL COSTS TO MEET THE DESIGN INTENT. CLARIFICATIONS MADE DY THE ARCHITECT, ENGINEER, OR TENANT'5 REPRESENTATIVE AFTER DIPPING WILL BE FINAL AND SHALL BE IMPLEMENTED AT G.C.15 COST. 9. ALL ELECTRICAL AND TELEPHONE WIRING AND CONDUIT SHALL DE CONCEALED IN WALLS, CEILINGS, OR MILLWORK. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY.OTHEf PURPOSES IN ,CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. `,c QPY RIGHT 2008 12. ALL WOODOWORK SHALL BE MANUFACTUKED IN ACCORDANCE WITH THE CURRENT EDITION OF THE ARCHITECTURAL WOODWORK QUALITY STANDARDS OF THE ARCHITECTURAL WOODWORK INSTITUTE IN THE GRADES SHOWN ON DRAWINGS. SURFACES SHALL BE TRUE 5TRAIGHT AND FREE FROM ALL MACHINE AND TOOL MARKINGS, DRIJI5E5, INDENTATIONS, CHIPS, AND ABRA510N5. 15, THE G.C. SHALL -FAKE ALL FKECAUTION5 TO MAINTAIN FKEE ACCE55 OF ALL LANDLOKD/TENANT SERVICE PERSONNEL AND THE PUBLIC THROUGH THE AREAS INVOLVED AND SHALL SEE THAT ALL LANDLOKD/TENANT FACILITIES, EQUIPMENT, AND SERVICES ARE FULLY OPERABLE DURING DU5INE55 HOURS. ANY SHU-f DOWN OF ELECTRIC, TELEPHONE, COMMUNICATIONS, PLUMBING, OR HVAC SERVICES KEQUIKED SHALL DE SCHEDULED WITH THE LANDLOKD/TENANT REPRESENTATIVES AND ACCEPTED DY SAME FKIOR TO ANY INTERUFTION OF SERVICE. 14, ALL'EXI5TING TO KEMAIN' ITEMS OK MATERIALS SHALL BE PKOTECTED THROUGHOUT THE CONSTRUCTION PERIOD AND SHALL BE THOROUGHLY CLEANED JUST PRIOR TO TUKNOVEK OF SPACE To TENANT. 15, THE G.0 AND ALL SUBCONTRACTORS MUST DISPLAY PROPER 15SUED SECURITY IDENTIFICATION AT ALL TIMES AS KEQUIRED DY THE LANDLORD, 16. THE G.C. SHALL BE BOUND TO THE BUILDING RULES AS To THE HOUK5 OF WORK, USE OF THE ELEVATORS AND STAIRS, 5TOKAGE AND REMOVAL OF DEBKIS, ETC. ALL WORK SHALL DE PERFORMED AS EXFE1)ITIOU5LY AS 1205515LE. THE CONTKACT PKICE MUST INCLUDE ANY AND ALL CON5IDEKATION OF THE 13UILDINGKULE5. NO EXTRA CHARGES WILL DE ADDED AFTER CONTRACT SIGNING. 17. ALL DID5 ARE TO BE 5UBMITTED TO THE TENAT REFRE5EN-rATIVE PER H15 INSTRUCTIONS. 13ID5 SHALL BE DROKEN DOWN PER THE TENANT KEFRE5ENTATIVE'5 DID FORM. 18. CON5U[_TANT5' DRAWINGS AKE 5UFFLEMENTAL To THE ARCH ITECTUKAI_ DKAWING5. IT 15 THE KE5FON5I13ILITY OF THE G.C. TO CROSS CHECK WITH THE ARCHITECTURAL DRAWINGS PRIOR TO THE OKDEKING/IN5TALLATION OF ANY MECHANICAL, FLUM5ING, AND ELECTRICAL WORK, ANY 1)I5CKEPANCIE5 BETWEEN THE ARCHITECTURAL AND THE CONSULTING ENGINEER'5 DRAWING5 SHALL BE DKOUGHT TO THE ARCHITECT'S ATTENTION FOR IMMEDIATE CLARIFICATION, 19. ALL EXITS SHALL DE KEPT KEADILY ACCE55IDLE AND UNOBSTRUCTED AT ALL TIMES. 20, DAMAGED SURFACES AND ANY OTHER DEFECTS CAU5ING AN APPEARANCE DIFFERENT FROM A NEW, FIK5T=CLA55, FINISHED INSTALLATION SHALL EITHER BE REPAIRED OR THE G.C, SHALL REMOVE EXISTING AND INSTALL NEW SURFACES AT NO ADDITIONAL COST. 21. PROVIDE FIRE EXTINGUISHEK(5) HAVING A MINIMUM RATING OF 2 -A.10 -B.0 FOR EVERY 2,500 5F OF FLOOR AREA. TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 75'. LOCATE EXTINGUISHER BETWEEN 4" AFF AND 60" AFF. 22. IF REQUIRED BY THE LANDLORD OR LOCAL AUTHORITIE5, THE G.C. SHALL FKOVIDE SPRINKLER FLANS FKEFARED 13Y A LAN DLORD-AFFKOVE1) FLORIDA STATE LICENSED CONTRACTOR, AND IF REQUIRED DY THE LANDLORD OR LOCAL AUTHORITIES, BE MADE: FAKT OF THE CONSTRUCTION DOCUMENTS. I Rm hE (Am;` T 0 R 1 ya" TENANT Hudson Group TENANT RAY BOWEN REPRESENTATIVE 1 MEADOWLANDS PLAZA SUITE902 GENERAL SPECIFICATIONS EAST RUTHERFORD, NJ 07073 GENERAL SPECIFICATIONS TEL (404)822-7348 LANDLORD SANFORD ORLANDO INTERNATIONAL AIRPORT DEMOLITION AND REMOVALS SANFORD AIRPORT AUTHORITY DEMOLITION BARRICADE: AND TEMP FIXTURES 1200 RED CLEVELAND BLVD LIFE SAFETY PLAN SANFORD,FL 32773 CONSTRUCTION PLAN LARRY A. DALE FLOORING MATERIAL PLAN PRESIDENT & C.E.O. REFLECTED CEILING PLAN CONTACT: JENNIFER TAYLOR INTERIOR ELEVATIONS PROJECT COORDINATOR INTERIOR ELEVATIONS & FINISH SCHEDULE 407-585-4000 STOREFRONT ELEVATION TBI AIRPORT MANAGEMENT, INC. STOREFRONT SIGN DETAILS CONTACT: DAVE LOGAN STOREFRONT DETAILS DIRECTOR OF OPERATIONS STOREFRONT DETAILS 407-585-4536 ARCHITECT METAL UNAARCHITECTURE FIXTURE PLAN AND DETAILS & DESIGN, P.C. FIXTURE DETAILS 1665 HIGHWAY 588 SLATWALL DISPLAY UNIT ELLISVILLE, MS 39437 COOLER ENCLOSURE CONTACT: SCOTT POWELL NEWSTOWER CELL (601)433-3830 ENGINEER DON PENN, CONSULTING ENG. CASHWRAP DETAILS 635 WESTPORT PARKWAY # 300 GONDOLA/ KEYCHAIN MAGNET DISPLAY GRAPEVINE, TX 76051 NESTED TABLES CONTACT; JACK PAMPALON SOUVENIRS / GIFTS WALL UNIT CELLPHONE: (404) 210-4699 APPLICABLE CODES BUILDING FLORIDA BUILDING CODE, 2004 EDITION WITH ALL SUPPLEMENTS FIRE FLORIDA BUILDING CODE, 2004 EDITION WITH ALL SUPPLEMENTS ELECTRICAL NATIONAL ELECTRICAL CODE, 2002 EDITION WITH ALL SUPPLEMENTS MECHANICAL FLORIDA BUILDING CODE, 2004 EDITION MECHANICAL WITH ALL SUPPLEMENTS, CHAPTER 13, ENERGY EFFICIENCY PLUMBING FLORIDA BUILDING CODE, 2004 EDITION, PLUMBING W/SUPPLEMENTS ACCESSIBILITY FLORIDA BUILDING CODE, 2004 EDITION, CHAPTER 11, ACCESSIBILITY CODE BASF BUILDING USE GROUP CLASSIFICATION Al -ASSEMBLY TYPE OF CONSTRUCTION TYPE 1, SPRINKLERED BUILDING HEIGHT IN STORIES 2 CODE ANALYSIS: OCCUPANCY GROUP: M SPRINKLED: YES STORE AREA: 31'12 SF TOTAL TOTAL OCCUPANT LOAD: 3112 S.F. - 50 S.F. PER OCCUPANT = 63 OCCUPANTS EGRESS REQUIRED: 63 OCCUPANTS X.15" PER OCCUPANT = 36" MIN. REQUIRED PER EXIT (2) EXITS REQUIRED EGRESS PROVIDED: (2) STOREFRONT EXITS MAX. TRAVEL DISTANCE PROVIDED: 48'-0" "jA-LILERIE PPIANS REVIEWE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPAC�IN;`n e SAN'01 '� 9 TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA J: 8ANI ORD QUILE)INO Dgrjr, THV-st' PLANS ARE REVIEWED AND CONrr1mON+1yALLY ACCEP-mD FOFt PERMIT. A PCRMI7' ISSUED SHALL SE CONSTRUED TO BE A LICENSE TO PROCEED WIT1-I THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET AEADE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OI' A PERMIT PREVENT THE BUILDING DE:P'Y rl THEREAFTER RRQUIRING A CORREC- TION OF ERRORS ON Ti-iE PLANS, CONSTRUCTION OR OTH8R VIOLATIONS OF THF CODES. PERMIT # DATE, , T-1.0 TITLE SHEET T-1.1 SPECIFICATIONS T-1.2 SPECIFICATIONS G-1.0 GENERAL SPECIFICATIONS G-1.1 GENERAL SPECIFICATIONS G-1.2 GENERAL SPECIFICATIONS D-1.0 DEMOLITION AND REMOVALS D-1.1 DEMOLITION BARRICADE: AND TEMP FIXTURES LS -1.0 LIFE SAFETY PLAN A-1.0 CONSTRUCTION PLAN A-1.1 FLOORING MATERIAL PLAN A-1.2 REFLECTED CEILING PLAN A-2.0 INTERIOR ELEVATIONS A-2.1 INTERIOR ELEVATIONS & FINISH SCHEDULE A-2.2 STOREFRONT ELEVATION A-2.3 STOREFRONT SIGN DETAILS A-3.0 STOREFRONT DETAILS A-3.1 STOREFRONT DETAILS A-3.2 STOREFRONT DETAILS F-1.0 FIXTURE PLAN AND DETAILS F-1.1 FIXTURE DETAILS F-2.0 SLATWALL DISPLAY UNIT F-2.1 COOLER ENCLOSURE F-2.2 NEWSTOWER F-2.3 CASHWRAP F-2.4 CASHWRAP DETAILS F-2.5 GONDOLA/ KEYCHAIN MAGNET DISPLAY F-2.6 NESTED TABLES F-3.0 SOUVENIRS / GIFTS WALL UNIT F-4.0 BOOK WALL UNIT F-4.1 BOOK TABLE F-4.2 PAPYRUS WALL UNITS F-4.3 PAPYRUS TABLE F-5.1 GALLERIE BACKWRAP F-5.2 GALLERIE TECN ON THE GO F-5.3 GALLERIE TRAVEL + LEISURE F-5.4 GALLERIE FOSSIL F-5.5 GALLERIE INDULGENCES F-5.6 GALLERIE CASHWRAP F-5.7 GALLERIE MOBILE SHELVING DISPLAY F-5.8 GALLERIE MOBILE SLATWALL DISPLAY / NESTED TABLE E-1.1 LIGHTING PLAN E-1.2 POWER PLAN E-1.3 PANEL, SPECS AND RISER DIAGRAM M-1.0 MECHANICAL PLAN AND SPECIFICATIONS -- 11 ,�* 700. � 5+ .0 02060 REMOVALS: WORK INCLUDED - 1. RELATED DOCUMENTS; 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. SEE ARCHITECTURAL, STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFIC REMOVALS (DEMOLITION) AND REQUIREMENTS. 3. GENERAL REMOVALS ANDRE' LOCATIONS: 1. REMOVE ALL ITEMS, MATERIALS AND FINISHES REQUIRED FOR THE INSTALLATION OF THE NEW WORK, AND/OR THE RELOCATION OF EXISTING, AS DESCRIBED IN PERTINENT SECTIONS OF THESE SPECIFICATIONS AND/OR SHOWN ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO: WALL AND FLOOR SURFACE MATERIALS FOR THE PROPER ATTACHMENT AND/OR APPLICATION OF NEW FINISHES AND ALL EXISTING MISCELLANEOUS MECHANICAL AND ELECTRICAL ITEMS, DEVICES AND FIXTURES: SEE MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. 2. REMOVE ALL MISCELLANEOUS INCIDENTAL MATERIALS AND ITEMS IN CONFLICT WITH THE PROPER PREPARATION, INSTALLATION AND FINISHING OF THE NEW WORK. 3. REMOVE ALL EXISTING DAMAGED AND MARRED FINISH MATERIALS AND REPLACE WITH NEW TO MATCH EXISTING. 4. ITEMS NOTED TO BE REMOVED SHALL BE REMOVED IN THEIR ENTIRETY, INCLUDING ALL INSTALLATION FASTENINGS, UNLESS OTHERWISE NOTED. ALL ABUTTING MATERIALS AND FINISHES SHALL BE PATCHED TO MATCH FOR NO NOTICEABLE REMOVAL INDICATIONS PER SECTION 01045. 5. REPAIR AND PATCH TO MATCH EXISTING WHERE LEFT EXPOSED TO VIEW OR DAMAGED BY REMOVALS: SEE SECTION 01045. II MATERIALS - (NA) EXECUTION - 1. ALL REMOVALS SHALL BE IN COMPLIANCE WITH ALL LOCAL, STATE ADOPTED CODES, BUILDING OWNER REQUIREMENTS, AND ALL APPLICABLE FEDERAL SAFETY REGULATIONS. ALL NEW INTERIOR FINISH MATERIALS MUST BE INSTALLED ON NON-COMBUSTIBLE SURFACES. WHERE NEW FINISH MATERIALS ARE TO BE INSTALLED ON EXISTING SURFACES ALL EXISTING FINISH MATERIALS, INCLUDING GLIDE, BONDING AGENTS, ETC., MUST BE REMOVED PRIOR TO INSTALLATION OF ANY NEW MATERIAL. 2. IF ASBESTOS OR ANY OTHER HAZARDOUS MATERIALS ARE ENCOUNTERED, NOTIFY OWNER IN WRITING PRIOR TO PROCEEDING. STATE GOVERNING AUTHORITY'S APPROVED METHODS OF PROPER REMOVAL AND DISPOSAL PROCEDURES. UPON WRITTEN NOTICE FROM OWNER TO PROCEED THESE METHODS AND PROCEDURES ARE TO BE STRICTLY FOLLOWED. 3. ALL MATERIALS AND ITEMS THAT ARE TO BE REUSED AND RELOCATED IN CONJUNCTION WITH "THE NEW WORK SHALL BE CAREFULLY CUT AWAY FROM THE EXISTING ABUTTING WORK TRUE TO LINE AT THE NEAREST JOINT, SURFACE BREAK OR PATTERN LINE TO ENSURE NO NOTICEABLE DIFFERENCE BETWEEN NEW AND EXISTING TO REMAIN. REMOVALS SHALL BE KEPT TO A MINIMUM. MATERIALS TO BE REUSED AND RELOCATED SHALL BE PROPERLY HANDLED, TAGGED AND STORED TO PREVENT DAMAGING AND BREAKING. 4. CAREFULLY COORDINATE ALL TRADES TO ENSURE PROPER AND ADEQUATE INTERFACE OF THE WORK. 5. WHEN WORK IS STOPPED, PROVIDE AND MAINTAIN IN PLACE SUITABLE COVERINGS AND BARRIERS FOR PROTECTION OF THE WORK AND SAFETY FOR ALL PERSONNEL AND BUILDING USERS. 6. PROTECT ALL WORK, EXISTING AND NEW, FROM DAMAGE BY ANY CAUSE THROUGHOUT THE DEMOLITION OPERATIONS. PROTECTIVE COVERINGS OR BARRIERS SHALL NOT MAR, STAIN OR PENETRATE THE FINISHED WORK. 7. COORDINATION OF THE WORK: 1. COORDINATE ANY ALL MECHANICAL AND ELECTRICAL WORK FOR THE PROPER DISCONNECTIONS, PROTECTIONS AND CAPPINGS: SEE MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS. 2. IF APPLICABLE, COORDINATE ALL STRUCTURAL WORK FOR THE PROPER PHASING, STAGING AND SEQUENCE OF REMOVAL REQUIREMENTS: SEE STRUCTURAL DRAWINGS AND SPECIFICATIONS. 8. UNDERTAKE WHATEVER PRECAUTIONS ARE NECESSARY TO CONTROL AND PREVENT EXCESSIVE DUST DURING REMOVALS. DO NOT ALLOW DUST BEYOND THE CONTRACT LIMIT LINE. 9. REMOVE ALL PORTIONS OF THE WORK IN A SAFE MANNER WITH CARE TO PREVENT DAMAGE TO ADJACENT AND REMAINING STRUCTURE, FINISHES OR ANY OTHER ITEMS OF THE TENANTS PROPERTY OR OTHER TENANT AREAS AND PUBLIC SPACES. 03500 CEMENTITIOUS UNDERLAYMENT: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ALL FLASH PATCHING REQUIRED FOR THE PROPER INSTALLATION OF ALL FINISH FLOORING SECTIONS OF THESE SPECIFICATIONS. 2. ALL FLOOR LEVELING REQUIRED FOR FLOOR ELEVATIONS SHOWN. 3. FILL ALL EXISTING UNUSED AND ABANDONED FLOOR PENETRATIONS. 3. PROVIDE MANUFACTURER'S PRODUCT DATA LITERATURE IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. 1. QUALIFIED EXPERIENCED INSTALLER (APPLICATOR) OF MATERIAL SPECIFIED, ACCEPTABLE TO THE MANUFACTURER, WHO HAS A SUCCESSFUL RECORD OF COMPLETING CEMENT -BASED UNDERLAYMENT APPLICATIONS SIMILAR IN MATERIAL AND EXTENT TO THAT REQUIRED FOR THIS PROJECT II MATERIALS - 1. UNDERLAYMENT: CEMENT BASED POLYMER -MODIFIED, SELF -LEVELING, FILL, PATCHING AND RESURFACING COMPOUND CAPABLE OF FEATHEREDGE TO SIX INCH THICKNESS AS MANUFACTURED BY: ARDEX, INC., K-15 SELF -LEVELING UNDERLAYMENT CONCRETE; CONSPEC MARKETING AND MANUFACTURING CO., INC., CONFLOW; L&M CONSTRUCTION CHEMICALS, INC., LEVELEX UNDERLAYMENT, OR ARCHITECT ACCEPTED EQUAL. 1. CEMENT BINDER: ASTM C 150, PORTLAND CEMENT, OR HYDRAULIC BLENDED CEMENT AS DEFINED BY ASTM C 219. COMPRESSIVE STRENGTH NOT LESS THAN 4100 PSI (28 MPA) AT 28 DAYS WHEN TESTED ACCORDING TO ASTM C 109/C 109M. 2. UNDERLAYMENT ADDITIVE: RESILIENT -EMULSION PRODUCT OF UNDERLAYMENT MANUFACTURER FORMULATED FOR USE WITH UNDERLAYMENT WHEN APPLIED TO SUBSTRATE AND CONDITIONS INDICATED. 2. AGGREGATE: WELL -GRADED, WASHED GRAVEL, 1/8 TO 1/4 INCH, OR COARSE SAND AS RECOMMENDED BY UNDERLAYMENT MANUFACTURER. 1. PROVIDE AGGREGATE WHEN RECOMMENDED IN WRITING BY UNDERLAYMENT MANUFACTURER FOR UNDERLAYMENT THICKNESS REQUIRED. 2. WATER: POTABLE AND ATA TEMPERATURE NOT MORE THAN 70 DEG. F. 3. PRIMER: PRODUCT OF UNDERLAYMENT MANUFACTURER, RECOMMENDED IN WRITING, FOR SUBSTRATE CONDITIONS AND APPLICATIONS INDICATED. III EXECUTION - 1. EXAMINE SUBSTRATES, WITH INSTALLER PRESENT, FOR CONDITIONS AFFECTING PERFORMANCE OF UNDERLAYMENT INCLUDING SUBSTRATE MOISTURE CONTENT. BEGIN UNDERLAYMENT APPLICATION ONLY AFTER UNSATISFACTORY CONDITIONS HAVE BEEN CORRECTED. 2. PROPERLY PREPARE AND CLEAN SUBSTRATE, IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS FOR SUBSTRATE INDICATED PRIOR TO APPLICATION. PROVIDE CLEAN, DRY, NEUTRAL -PH SUBSTRATE FOR UNDERLAYMENT APPLICATION. 1. TREAT NON-MOVING SUBSTRATE CRACKS TO PREVENT CRACKS FROM TELEGRAPHING (REFLECTING) THROUGH UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. 2. FILL SUBSTRATE VOIDS TO PREVENT UNDERLAYMENT FROM LEAKING. 3. MECHANICALLY REMOVE LAITANCE, GLAZE, EFFLORESCENCE, CURING COMPOUNDS, FORM -RELEASE AGENTS, DUST, DIRT, GREASE, OIL, AND OTHER CONTAMINANTS THAT MIGHT IMPAIR UNDERLAYMENT BOND ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 4. AFTER SUBSTRATE PREPARATION, TEST SUBSTRATE FOR ADHESION WITH UNDERLAYMENT ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. MIX, APPLY AND CURE UNDERLAYMENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. COORDINATE APPLICATION OF COMPONENTS TO PROVIDE OPTIMUM UNDERLAYMENT-TO-SUBSTRATE AND INTERCOAT ADHESION. 2. APPLY UNDERLAYMENT TO PRODUCE UNIFORM, LEVEL SURFACE. APPLY FINAL LAYER WITHOUT AGGREGATE TO PRODUCE A SMOOTH SURFACE. FEATHER EDGES TO MATCH ADJACENT FLOORING. 10. ALL MATERIALS UNLESS NOTED TO BE REUSED OR TO BE SALVAGED SHALL BE REMOVED OFF THE PROPERTY TO AN AVAILABLE DUMP OR SITE OF THE CONTRACTOR'S OWN CHOOSING AND ARE TO BE PROPERLY AND RESPONSIBLY DISPOSED OF. 1'1. VERIFY SALVAGE REQUIREMENTS FOR ALL MATERIALS NOTED TO BE REMOVED WITH THE AIRPORT AND TENANT REPRESENTATIVE. MATERIALS NOTED TO BE SALVAGED SHALL BE STORED PER INSERT BUILDING OWNER OR AUTHORITY AND THE TENANT DIRECTIONS. 12. ALL REMOVALS SHALL LEAVE THE EXISTING SURFACES AND SUBSTRATES FREE AND CLEAN FOR THE PROPER PATCHING AND PREPARATION REQUIRED FOR THE SPECIFIED NEW MATERIALS AND FINISHES. 13. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 0160 AND 01 71 0 OF THESE SPECIFICATIONS. END OF SECTION 02060 05500 MISCELLANEOUS METALS: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ALL MISCELLANEOUS METAL, INCLUDING BUT NOT LIMITED TO, STRUCTURAL SUPPORT STEEL AND SUPPORT STEELFOR OVERHEAD OR SIDEFOLDING GRILLE AS SHOWN ON THE DRAWINGS, AND ALL FASTENERS AND ANCHORAGE DEVICES FOR THE INSTALLATION OF WORK FOR THIS AND ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING (MECHANICAL AND) ELECTRICAL WORK. 3. PROVIDE COORDINATED SHOP DRAWINGS AND PRODUCT LITERATURE ON ALL ITEMS AND SAMPLES OF ALL FINISHES IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS, 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN WITH AISC, ASTM, MFMA, NAAMM, AWS, SSPC STANDARDS AND APPLICABLE CODE REQUIREMENTS. II MATERIALS - 1. ALL MISCELLANEOUS SUPPORT STEEL AND CLOSURE ITEM MATERIAL, FABRICATION AND ERECTION SHALL COMPLY WITH THE REQUIREMENTS OF THE AISC STANDARD SPECIFICATIONS FOR STRUCTURAL STEEL, WITH SUPPLEMENTS TO DATE. 1. IN FABRICATION OF ITEMS WHICH WILL BE EXPOSED TO VIEW, LIMIT MATERIALS TO THOSE WHICH ARE FREE FROM SURFACE BLEMISHES, PITTING, ROLLED TRADE NAMES, AND ROUGHNESS. 2. COMPLY WITH FOLLOWING STANDARDS, AS PERTINENT: 1. STEEL PLATES, SHAPES, AND BARS: ASTM A36 2. STEEL PLATES TO BE BENT OR COLD -FORMED: ASTM A283 3. STEEL TUBING (HOT -FORMED, WELDED, OR SEAMLESS): ASTM A501 4. STEEL BARS AND BAR -SIZE SHAPES: ASTM A306, GRADE 65. OR ASTM A36 5. COLD -FINISHED STEEL BARS: ASTM A108 6. COLD -ROLLED CARBON STEEL SHEETS: ASTM A336 7. GALVANIZED CARBON STEEL SHEETS: ASTM A526, WITH G90 ZINC COATING IN ACCORDANCE WITH ASTM A525 8. GRAY IRON CASTINGS: ASTM A48, CLASS 10 9. MALLEABLE IRON CASTINGS: ASTM A47 10. STEEL PIPE: ASTM A53 GRADE A, SCHEDULE 40, BLACK FINISH UNLESS OTHERWISE NOTED 11. CONCRETE INSERTS: 1. THREADED OR WEDGE TYPE GALVANIZED FERROUS CASTINGS OF MALLEABLE IRON COMPLYING WITH ASTM A27 2. PROVIDE REQUIRED BOLTS, SHIMS, AND WASHERS, HOT -DIP GALVANIZED IN ACCORDANCE WITH ASTM A153. 3, ALL STEEL SHALL BE SHOP PRIME FINISHED FOR CONCEALED ITEMS AND SCHEDULED FINISH FOR EXPOSED TO VIEW ITEMS. 1. PRIMER: USE "10-99 TNEMEC PRIMER" OR "RUSTOLEUM NUMBER 5769 PRIMER" 2. FOR REPAIR OF GALVANIZING, USE A HIGH ZINC -DUST CONTENT PAINT COMPLYING WITH MIL -21035. 4. THE CONTRACTOR SHALL FURNISH MILL TEST REPORTS FROM THE PRODUCER OF THE STEEL CERTIFYING THAT THE STEEL MEETS THE MINIMUM REQUIREMENTS AS DEFINED BY ASTM SPECIFICATIONS. 5. LOOSE LINTELS SHALL BE INSTALLED OVERALL OPENINGS IN MASONRY WALLS AS LISTED BELOW EXCEPT WHERE OTHERWISE DETAILED ON THE DRAWINGS: OPENING LINTEL NOTE 4'-0" OR LESS 4" X 3 1/2" X 5/16" 3 1/2" LEGS ARE HORIZONTAL 2. ALL WELDING SHALL BE IN ACCORDANCE WITH THE STANDARD CODE FOR ARC AND GAS WELDING IN BUILDING CONSTRUCTION OF THE AMERICAN WELDING SOCIETY. WELDING ELECTRODES SHALL CONFORM TO ASTM SPECIFICATIONS E-70XX. ALL BUTT WELDS SHALL BE 1005 PENETRATION WELDS AND FILLET WELDS SHALL BE A MINIMUM 3/16". 3. ALL FASTENERS, THREADED AND DRIVEN, SHALL BE THE BEST OF THEIR RESPECTIVE TYPE, GRADE AND CLASS AND SHALL BE USED INSUFFICIENT NUMBERS AND CORRECT SIZES FOR THE PARTICULAR APPLICATIONS. ALL FASTENERS SHALL BE HIDDEN IN THE FINISHED WORK. FASTENERS FOR EXTERIOR USE AND WHERE BUILT INTO EXTERIOR WALLS SHALL BE ZINC COATED FASTENERS. 4. ALL OTHER MISCELLANEOUS INCIDENTAL ITEMS AND MATERIALS IN TYPES SHOWN OR NOTED INCLUDING BUT NOT LIMITED TO; FASTENERS, ATTACHMENTS AND GROUT SHOWN, NOTED AND/OR REQUIRED FOR FULL COMPLETION OF THE WORK, SHALL BE OF QUALITY COMPARABLE AND COMPATIBLE TO MATERIALS SPECIFIED. 4. FIELD QUALITY CONTROL: III EXECUTION - 1. SLUMP TEST: IF SLUMP TEST IS RECOMMENDED IN WRITING BY 1. INSTALL ALL ITEMS IN ACCORDANCE WITH ACCEPTED SHOP DRAWINGS MANUFACTURER, TEST UNDERLAYMENT FOR SLUMP AS IT IS PLACED FOR COMPLIANCE AND MANUFACTURER'S WRITTEN INSTRUCTIONS. PLUMB, LEVEL AND TRUE WITHOUT WITH MANUFACTURER'S WRITTEN RECOMMENDATIONS. DISTORTION, ALIGNED AND FITTED PROPERLY, COORDINATE WITH ALL BUILT-IN ITEMS OF OTHER SECTIONS OF THESE SPECIFICATIONS FOR CUTOUT LOCATIONS AND SIZE, 2. FIELD SAMPLES: TAKE AT LEAST THREE MOLDED -CUBE SAMPLES SUPPORT AND ATTACHMENT REQUIREMENTS. FROM EACH UNDERLAYMENT BATCH. TEST SAMPLES ACCORDING TO ASTM C 109/C 109M FOR COMPLIANCE WITH COMPRESSIVE -STRENGTH REQUIREMENTS. 2. PROPERLY PROTECTALL FINISH SURFACES UNTIL INSTALLATION COMPLETION AND JUST PRIOR TO ARCHITECT'S FINAL ACCEPTANCE. 5. DO NOT INS -FALL (APPLY) FINISH FLOORING OVER UNDERLAYMENT UNTIL AFTER TIME PERIOD RECOMMENDED BY UNDERLAYMENT MANUFACTURER. 3. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. 6. REMOVE AND REPLACE UNDERLAYMENT AREAS THAT EVIDENCE LACK OF BOND WITH SUBSTRATE, INCLUDING AREAS THAT EMIT A "HOLLOW" SOUND WHEN END OF SECTION 05500 TAPPED. 7. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 03500 .,.r.. •..f•..r.. ...r.. e. e. F M _ ALU NA T ...r.._ ...r...r...r...r...r... •.f-•. Architecture a D)e<)sign PC, 1665 Highway588 r f �, k 3 4 .. - - dart^ �... z:T 1,':^6y °tw,., Psi ',; 4.� d e ...: s . Ellisville, M') �) }37 r ,I '. - _� 'II , . �� jl���l ,a fib. TEL 60 L91 h.6909 ill ��.:` „ .r'. r1.'. ;.'r•, FAX 601.763.1886 .: . - - 9,.rc�l oP 111 �, ...".% ...r; p r !PII�IniV!I� � w 9 �, 7I� ` r IE ^ ... �1, 1, .. .. , , z � , � z -;x t nawis, 3 II re� �rwJ�Ill,I I ------ ll�S' E��P ■ r - - I �-. INuam��0,11T� 17y., t, e' � 1* 1, r•. � � - - - - - � � � � � - � - . � . �. .. , , .. .. .. .. .. .. % .. .. .. I - .. ... .. .. .. .. .. .. .. ­""" III ­.. _* .. _* .. -1 .. I I "I .. ` .. .. .. .. .. .. .. , I .. .. .. .. . . . . . . . . . . . � . . . . . . . . . . . . . . . . l c .1 . . , www.METAL JNA�tr•chitects.com. . . . . . . . . . . . . . . . .. � � .. � .. , . .. ..r•..r•..r•..r•.. . . . . . . . . � . . . . . . . - . •..r•..r% . . .. � •..r•.. . . . . . .. .r.... . . . . . .. . .r..f.... . . . . •..r•.., , .. •.. •.. , .. . . •..r•..r.. .r•.. •. 11 il c e e el 11 G' rir�rCm _ _____________ _ __ _ _ __ __ Cl1�lII; ClletalLlClcc"l /)rTllrlCl� 1_ -J C I V� r"r.r'r'r�r••'r'r�r�r'r�r�r.r.r�r.r'r•r'r�r•r�r�r'r�r�r.r•r'r'r�'. �,r'r'•�r�r•r�r�r"r• •�r•.•�r�r•. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS, 0 COPYRIGHT 2008 06100 CARPENTRY` I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ALL ROUGH CARPENTRY INCLUDING BUT NOT LIMITED TO, WOOD BLOCKING, SUPPORT GROUNDS, FURRING, BACKBOARDS, ANCHORS AND ROUGH HARDWARE AND OTHER INCIDENTAL ROUGH CARPENTRY WORK AS REQUIRED FOR WORK OF ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL WORK: SEE DRAWINGS. 2. MISCELLANEOUS CUTTING AND PATCHING FOR ALL SECTIONS OF THESE SPECIFICATIONS INCLUDING MECHANICAL AND ELECTRICAL WORK: SEE SECTION 01045 3. FIRESTOPPING AT ALL FLOOR AND WALL PENETRATIONS. PROVIDE UL FIRE RESISTANCE DIRECTORY DETAIL FOR EACH DIFFERENT INSTALLATION PROVIDED. 4. ALL TEMPORARY CONSTRUCTION REQUIREMENTS, INCLUDING BUT NOT LIMITED TO TEMPORARY CONSTRUCTION PARTITIONS, SCAFFOLDING, SCREENS, BARRIERS AND SUPPORTS FOR REMOVALS, RE -INSTALLATIONS AND NEW WORK, INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL WORK, IN COORDINATION WITH REQUIRED PHASING OF THE PROJECT. 5. ALL WOOD SHALL BE FIRE RETARDANT TREATED. 6. RODENT INFESTATION PREVENTION AT FLOOR AND WALL PENETRATIONS. WHEN REQUIRED BY HEALTH CODE FOR FOOD SERVICE AREAS. 3. PROVIDE COORDINATED SHOP DRAWINGS AND SAMPLES OF ITEMS AS MAY BE REQUESTED BY THE ARCHITECT. 1. UPON COMPLETION OF THIS PORTION OF THE WORK, COMPLETE AND POST CERTIFICATES OF COMPLIANCE IN ACCORDANCE WITH PERTINENT REQUIREMENTS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION. 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH ALSO, APA, AWPA, NFILA, PS 1, PS 20 AND APPLICABLE CODE REQUIREMENTS. TREAT ALL LUMBER AND WOOD WITH FIRE RETARDANT AS REQUIRED FOR TYPE, USE AND CODE. 1. IN ADDITION TO COMPLYING WITH PERTINENT CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, UNLESS OTHERWISE SPECIFICALLY DIRECTED OR PERMITTED BY THE ARCHITECT COMPLY WITH: 1. "PRODUCT USE MANUAL" OF THE WESTERN WOOD PRODUCTS ASSOCIATION FOR SELECTION AND USE OF PRODUCTS INCLUDED IN THAT MANUAL; 2. "PLYWOOD SPECIFICATION AND GRADE GUIDE" OF THE AMERICAN PLYWOOD ASSOCIATION. II MATERIALS - 1. ALL ROUGH CARPENTRY LUMBER SHALL BE CONSTRUCTION GRADE SEASONED, S4S DOUGLAS FIR OR WESTERN LARCH, SEASONED TO 10% OR LESS MOISTURE CONTENT. EACH PIECE SHALL BE GRADE STAMPED WITH OFFICIAL MARK OF RESPONSIBLE GRADING; RULES ASSOCIATION. HIDDEN AND EXPOSED PLYWOOD, DFPA, INTERIOR AND EXTERIOR C -C GRADE MANUFACTURED IN ACCORDANCE WITH APA AND PS 1-66 STANDARDS. EACH PIECE SHALL BE GRADE STAMPED. 2. THREADED AND DRIVEN FASTENERS SHALL BE HOT -DIPPED GALVANIZED AFTER FABRICATION AND THE BEST OF THEIR RESPECTIVE TYPE, GRADE AND CLASS, AND SHALL BE USED IN SUFFICIENT NUMBER AND CORRECT SIZES FOR THE PARTICULAR APPLICATION. 3. ALL WOOD AND WOOD PRODUCTS SHALL BE FIRE RETARDANT TREATED IN COMPLIANCE WITH THE LOCAL AND STATE BUILDING CODES: PRESSURE TREATED WITH FIRE RETARDANT CHEMICALS, AND GRADE STAMPED, IN ACCORDANCE WITH REFERENCE STANDARDS CITED. 1. LUMBER AWPA C20-1988 2. PLYWOOD AWPA C27-1988 4. FIRESTOPPING: 1. 3M FIRE PROTECTION PRODUCTS, OR ARCHITECT ACCEPTED EQUAL FIRESTOPPING AND SMOKE -STOPPING SYSTEMS AND DEVICES, AS LISTED IN THE UL FIRE RESISTANCE DIRECTORY FOR EACH RATED WALL AND FLOOR PENETRATION CONDITION. 5. ALL TEMPORARY CONSTRUCTION PARTITIONS, SCAFFOLDING, SCREEN, BARRIER AND SUPPORT TYPES, MATERIALS, FINISHES AND THEIR LOCATIONS SHALL BE IN ACCORDANCE WITH THE BUILDING OWNER'S TENANT CONSTRUCTION REQUIREMENTS AND ARE TO BE REVIEWED AND COORDINATED WITH THE BUILDING OWNER'S REPRESENTATIVE FOR ACCEPTANCE PRIOR TO COMMENCEMENT OF THE WORK. 6. RODENT INFESTATION PREVENTION: 1. GALVANIZED 18 GA. SHEET METAL COLLARS, SIZED TO OVERLAP OPENING AND TIGHT TO PENETRATING ITEM, AND ADHESIVE COMPATIBLE TO SURFACES ADHERED. III EXECUTION - 1. SET ALL ROUGH CARPENTRY WORK AND TEMPORARY CONSTRUCTION ACCURATELY TO REQUIRED LEVELS AND LINES WITH MEMBERS PLUMB AND TRUE AND ACCURATELY CUT AND FITTED. SECURELY ATTACH THE WORK TO SUBSTRATE BY ANCHORING AND FASTENING AS REQUIRED BY RECOGNIZED STANDARDS. TEMPORARY CONSTRUCTION ITEMS SHALL BE INSTALLED IN A WAY'r0 MINIMIZE MARRING AND DAMAGING EXISTING FINISHES. ALL SUCH MARRING AND DAMAGE SHALL BE CORRECTED, PATCH TO MATCH, TO NO NOTICEABLE DIFFERENCE PER SECTION 01400 OF THESE SPECIFICATIONS. 2. HANDLE, STORE AND INSTALL FIRE RETARDANT (FR -3) MATERIALS IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS AND AS REQUIRED TO MEET REQUIRED CLASSIFICATION OR RATING. 3. TEMPORARY CONSTRUCTION PARTITIONS, SCAFFOLDING, SCREENS, BARRIERS AND SUPPORTS SHALL REMAIN IN PLACE UNTIL WORK IS COMPLETED. UPON COMPLETION OF THE WORK, OR PORTION THEREOF PER REQUIRED PHASING, REMOVE ITEMS IN THEIR ENTIRETY INCLUDING ALL FASTENINGS. PATCH TO MATCH AND CLEAN AND REPAIR ALL EXISTING SURFACES AFFECTED BY ITEM PLACEMENT AND SUPPORT INSTALLATION AND REMOVAL. RE -INSTALL APPLICABLE UNDAMAGED RE -USED ITEMS FOR SUCCEEDING PHASES. 4. APPLY FIRESTOPPING TO PROPERLY PREPARED CLEAN SUBSTRATE SURFACES FREE OF DIRT, DUST, GREASE, OIL, LOOSE MATERIAL, OR OTHER MATTER WHICH MAY AFFECT BOND OF FIRESTOPPING MATERIAL. APPLY PRIMER AND MATERIALS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND APPLY FIRESTOPPING MATERIAL IN SUFFICIENT THICKNESS TO ACHIEVE RATING OF SURFACE PENETRATED AND TO UNIFORM DENSITY AND TEXTURE. INSTALL MATERIAL AT FLOORS, WALLS OR PARTITION OPENINGS WHICH CONTAIN PENETRATING SLEEVES, PIPING, DUCTWORK, CONDUIT AND OTHER ITEMS REQUIRING FIRESTOPPING. 5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 06100 06400 ARC H ITECTU RA!__WO Q D_VVQBK_! I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ARCHITECTURAL WOODWORK ITEMS AS SCHEDULED AND SHOWN ON THE DRAWINGS. 2. TEMPLATES FOR ALL WALL DISPLAYS AND OTHER AW UNITS, AS SHOWN ON THE PLANS (TEMPLATE THICKNESS TO MATCH FINISH FLOOR HEIGHT). 3. ALL MISCELLANEOUS INCIDENTAL ITEMS, INCLUDING BUT NOT LIMITED TO PLASTIC LAMINATE AND MELAMINE, WOOD VENEER AND HARDWOOD, CABINET, DISPLAY CASE, DOOR AND ROLL -UP DOOR HARDWARE, METAL TRIM, SLATWALL, GLASS AND SHEET PLASTIC, PAINT, STONE, WOOD CEILING SYSTEM, FABRIC COVERED PANELS, METAL STUD AND WOOD FRAMING, MASONITE, FASTENERS, ANCHORAGE DEVICES, SEALANTS, FILLERS AND ADHESIVES AS REQUIRED FOR THE INSTALLATION OF THE SCHEDULED ITEMS AND AS SHOWN ON THE DRAWINGS AND AS REQUIRED FOR FULL COMPLETION OF THE WORK. 2. PROVIDE COORDINATED SHOP DRAWINGS OF ALL ITEMS, SAMPLES OF SLATWALL AND ALL FINISHES, INCLUDING WOOD VENEER FLITCHES, AND ON-SITE MOCK-UPS OF ALL ITEMS, WHERE REQUESTED, IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 1. (3) 12 X 12 OR (3) 8 X 10 FINISH SAMPLES. 3. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS. 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH AWI GRADES SPECIFIED AND APPLICABLE CODES. TREAT ALL LUMBER AND WOOD WITH FIRE RETARDANT AS REQUIRED FOR TYPE, USE AND CODE MATERIALS - SEE FINISH SCHEDULE ON DRAWINGS 1. PLYWOOD OR MEDIUM DENSITY FIBERBOARD/PLASTIC,' LAMINATE FACED CABINET WORK AND PANELS SHALL BE AWI PREMIUM GRADE QUALITY. (USE FIRE RATED CORE MATERIAL AND FIRE RATED HORIZONTAL GRADE PLASTIC LAMINATES FOR ALL PLASTIC LAMINATE TYPES.) ("THE USE OF PVC IS NOT ALLOWED.) 1. PLASTIC LAMINATES: (ADHESIVES, BACKER SHEETS AND SUBSTRATES PER MANUFACTURER'S SPECIFICATIONS (TO MAINTAIN MEA RATINGS). 2. DRAWER AND CABINET INTERIORS 1. MELAMINE CABINET INTERIORS AND BALTIC BIRCH VENEER WITH CLEAR LACQUER FINISH DRAWERS. 2. PLYWOOD OR MEDIUM DENSITY FIBERBOARD/WOOD VENEER FACED CABINET WORK AND PANELS WITH HARDWOOD EDGING SHALL BE AWI PREMIUM GRADE QUALITY FOR ALL WOOD VENEER TYPES. (USE FIRE RATED CORE MATERIAL). 3. WD'1 SPECIFIED VENEER WITH A CLOSED PORE LIGHTLY STAINED SATIN LACQUER CATALYTIC FINISH, TO MATCH ARCHITECT'S SAMPLE FOR COLOR ONLY. ALL WOOD PANELED SURFACES ADJOINED OR BUTTING REVEALS ARE TO BE BOOK MATCHED WITH ALL GRAIN TO BE VERTICAL. HARDWOOD TRIM: STAINED AND FINISHED TO MATCH WD1, 4. SLATWALL: 1. SL1 SPACEWALL INTERNATIONAL (800-524-1590) FIRE -RATED MEDIUM DENSITY FIBERBOARD. FINISH TO MATCH WD1 FINISH, AND CLEAR ANODIZED ALUMINUM EXTRUSION 'T': CLASS A 5. METAL TRIM: 1. STYLMARK TRIM MAKER ANODIZED ALUMINUM- TYPE AND FINISH AS NOTED AND DETAILED ON THE DRAWINGS. (NOTE: PRE -ORDER STYLMARK ITEMS, LONG LEAD TIME, 6 WEEKS+) 3. 16 GA. SATIN STAINLESS STEEL CLADDING WITH MITERED AND RADIUSED CORNERS AND TIGHT ALIGNED FLUSH HAIRLINE BUTT JOINTS AS NOTED AND DETAILED ON THE DRAWINGS. 4. FUTURA INDUSTRIES CLEAR ANODIZED ALUMINUM 90° OUTSIDE CORNER TRIM, DIE 5116, ITEM #60080, WITH MITERED CORNERS AS NOTED AND DETAILED ON THE DRAWINGS. 6. PAINT FINISH: SEE DRAWINGS 7. CABINET, DISPLAY CASE, DOOR AND ROLL -UP DOOR HARDWARE AS NOTED ON THE DRAWINGS 8. GLASS: 1. 1/4" TEMPERED CLEAR GLASS, WITH ALL EDGES POLISHED, AS MANUFACTURED BY LOF, GLOBE AMERADA, PPG INDUSTRIES OR ARCHITECT ACCEPTED EQUAL. 2. 3/8" TEMPERED CLEAR GLASS, WITH ALL EDGES POLISHED, AS MANUFACTURED BY LOF, GLOBE AMERADA, PPG INDUSTRIES OR ARCHITECT ACCEPTED EQUAL, 9. SHEET PLASTIC: 'I. 1/8" CLEAR LEXAN, WITH ALL EDGES POLISHED 2. 1/8" BLACK LEXAN, WITH ALL EDGES POLISHED 10. SOLID SURFACING: 1. AS NOTED AND DETAILED ON THE DRAWINGS 11. METAL STUD FRAMING SYSTEMS FOR ARCHITECTURAL WOODWORK SUPPORT REQUIREMENTS. 1. IN ADDITION TO COMPLYING WITH THE PERTINENT CODES AND REGULATIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION, COMPLY WITH PERTINENT RECOMMENDATIONS CONTAINED IN "SPECIFICATIONS FOR METAL LATHING AND FURRING" PUBLISHED BY THE METAL LATH/STEEL FRAMING ASSOCIATION. 1. METAL STUD FRAMING, UNLESS OTHERWISE SHOWN ON THE DRAWINGS, SHALL BE STANDARD PUNCHED STEEL STUDS AND TRACK OF THE SIZES AND SHAPES SHOWN ON THE DRAWINGS, EITHER ELECTROLYTIC ZINC COATING (ASTM DESIGNATION A 591, CLASS B) OR PAINTED WITH 1.0 MIL DRY FILM THICKNESS) RUST -INHIBITIVE ZINC CHROMATE PRIMER PAINT, AT MANUFACTURERS OPTION. ALL INTERIOR METAL STUDS AND THEIR ATTENDANT TRACK, LONGER THAN 12'-0" IN HEIGHT SHALL BE 20 GAUGE. -- M, r 1 1 1 - 1' ffA, I'm OR- 3 Oki I 0 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 2. USE ONLY ONE STUD TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE SHOWN ON THE DRAWINGS OR SPECIFICALLY ACCEPTED IN ADVANCE BY THE ARCHITECT. 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED TO, TRACKS, SCREWS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION PENCIL RODS AND RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A COMPLETE, PROPER, PERMANENTLY RIGID INSTALLATION, AND AS RECOMMENDED BY THE MANUFACTURER OF THE STEEL STUDS. 4. PROVIDE A GOOD GRADE OF COMMERCIAL GROUT FOR LEVELING THE FLOOR RUNNER MEMBER OF STEEL STUD FRAMING AS REQUIRED 12. WOOD CEILING SYSTEM: WHEN SPECIFIED SEE DRAWINGS 13. MISCELLANEOUS INCIDENTAL SUPPORT ITEMS IN TYPES, SHAPES AND SIZES AS SHOWN AND/OR REQUIRED WITH SHOP PRIME FINISH FOR CONCEALED ITEMS AND SCHEDULED FINISH FOR EXPOSED TO VIEW ITEMS. 14. ALL FASTENERS, THREADED AND DRIVEN, SHALL BE THE BEST OF THEIR RESPECTIVE TYPE, GRADE AND CLASS AND SHALL BE USED INSUFFICIENT NUMBERS AND CORRECT SIZES FOR THEIR PARTICULAR APPLICATIONS. ALL FASTENERS ARE TO BE CONCEALED IN THE FINISHED WORK. 15. SEALANT FOR INSTALLATION CAULKING OF ALL ARCHITECTURAL WOODWORK ITEMS SHALL BE TREMCO, OR ARCHITECT ACCEPTED EQUAL, HIGH PERFORMANCE SEALANT, BLACK, AND IN TYPE AND DETAIL PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND STANDARDS. COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS FOR SELECTION OF CAULKING MATERIALS WHICH SU IT APPLICATIONS FOR INSTALLATION CONDITIONS. 16. ALL MISCELLANEOUS INCIDENTAL ITEMS IN TYPES SHOWN OR NOTED ON THE DRAWINGS AND AS REQUIRED FOR FULL COMPLETION OF THE WORK. III EXECUTION - 1. ALL FABRICATION, FINISHING, INSTALLATION, CLEANING AND PROTECTION OF ARCHITECTURAL WOODWORK SHALL BE GOVERNED BY APPLICABLE AWI STANDARDS. TO THE MAXIMUM EXTENT POSSIBLE, ASSEMBLE ALL ITEMS IN THE SHOP INCLUDING INSTALLATION OF THE NUN -WOODWORK COMPONENTS. NO HORIZONTAL SEAMS OR JOINTS ARE ALLOWED IN ANY PANELS. 2. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED CUTOUTS AND SPACE REQUIREMENT DIMENSIONS. RELOCATE ALL EXISTING WALL MOUNTED ITEMS AND DEVICES TO REMAIN TO FACE OF NEW PANELING. 3. CONDITION WOODWORK TO AVERAGE PREVAILING HUMIDITY CONDITIONS IN INSTALLATION AREAS PRIOR TO INSTALLING. 4. INSTALL THE WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS REQUIRED USING CONCEALED SHIMS AND/OR LEVELERS. INSTALL TO A TOLERANCE OF 1/8" IN 8'-0" FOR PLUMB AND LEVEL (INCLUDING COUNTERTOPS); AND WITH 1/16" MAXIMUM OFFSET IN FLUSH ADJOINING SURFACE, 1/8" MAXIMUM OFFSET IN REVEALED ADJOINING SURFACES. 5. SCRIBE AND CUT WORK TO FIT ADJOINING WORK, AND REFINISH CUT SURFACES OR REPAIR DAMAGED SURFACES AT CUTS. 6. ANCHOR TO BLOCKING BUILT-IN OR DIRECTLY ATTACHED TO SUBSTRATES. SECURE TO GROUNDS, STRIPPING AND BLOCKING WITH COUNTERSUNK, CONCEALED FASTENERS AND BLIND NAILING AS REQUIRED FOR COMPLETE INSTALLATION. EXCEPT WHERE PRE -FINISHED MATCHING FASTENER HEADS ARE REQUIRED, USE FINE FINISHING NAILS FOR EXPOSED NAILING, COUNTERSUNK AND FILLED FLUSH WITH WOODWORK, AND MATCHING FINAL FINISH WHERE TRANSPARENT FINISH IS INDICATED 7. PROPERLY APPLY SEALANT IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES, MATERIALS AND DETAILS FULLY, NEATLY AND CAREFULLY, WITHIN CONFINES OF JOINT BETWEEN ARCHITECTURAL WOODWORK AND ABUTTING SURFACES. 8. SET ALL DOORS SQUARE, PLUMB, LEVEL AND TRUE, ALL IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS. DOORS SHALL OPERATE FREELY THROUGHOUT THEIR INTENDED PATH OF TRAVEL AND LOCK WITH ABSOLUTE MINIMUM FREE PLAY. ENSURE PROPER MINIMUM JOINT AND ALIGNMENT BETWEEN DOOR AND FRAME. 9. ADJUST AND CHECK EACH OPERATING ITEM OF HARDWARE AND EACH DOOR, EXISTING TO REMAIN AND NEW TO ENSURE PROPER OPERATION OF FUNCTION OF EVERY UNIT. REPLACE ANY UNIT WHICH CANNOT BE ADJUSTED TO OPERATE FREELY AND SMOOTHLY AS INTENDED FOR THE APPLICATION 10. MAKE FINAL CHECK AND ADJUSTMENT OF ALL HARDWARE ITEMS. CLEAN OPERATING ITEMS AS NECESSARY TO RESTORE PROPER FUNCTION AND FINISH OF HARDWARE AND DOORS. ADJUST DOOR CONTROL DEVICES TO COMPENSATE FOR FINAL OPERATION OF HEATING AND VENTILATING EQUIPMENT. 11. INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENT AND MAINTENANCE OF HARDWARE FINISHES, DURING THE FINAL ADJUSTMENT OF HARDWARE. 12. APPLY FABRIC PANEL COVERING TO SOUND, SMOOTH, DRY AND PROPERLY PREPARED PANEL SURFACES BY DIRECT GL IDE -DOWN METHOD USING MANUFACTURER'S RECOMMENDED ADHESIVE. ALL MATERIALS SHALL BE INSTALLED WITH TIGHT NEAT CORNERS SECURE, SMOOTH, WITHOUT WRINKLES, GAPS OR OVERLAPS. JOINTS ARE TO BE UN -NOTICEABLE. 13. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 06400 07900 .LQ[NT,SEALERS_: 2. SIDE FOLDING CLOSURE(S): 5. WIRE CLIPS: #9 SPRING STEEL. I WORK INCLUDED - 1. MANUALLY OPERATED, (BI -PARTING) ASSEMBLY(IES) WITH CLEAR III EXECUTION - ANODIZED MILL ALUMINUM FINISH / PERFORATED STEEL PANEL CURTAIN. PROVIDE 1. RELATED DOCUMENTS: INSIDE/OUTSIDE CYLINDER LOCK WITH DUSTPROOF FLOOR STRIKE AND EGRESS 1. INSTALL ALL GYPSUM WALLBOARD WORK IN ACCORDANCE DOORS FOR EMERGENCY EXIT. WITH THE GYPSUM WALLBOARD MANUFACTURER'S WRITTEN TECHNICAL INFORMATION, 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL GYPSUM CONSTRUCTION HANDBOOK LATEST EDITION. AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY 1. DYNAMIC CLOSURES, (800-663-4599), OR TO THIS SECTION. 2. DYNAFLAIR, (813-248-8100), MODEL "SENTRY", OR 2. EXISTING DEMISING WALLS ARE TO BE RETROFITTED AS 3. MOBILFLEX (800-501-3539), MODEL "AEROFLEX", OR REQUIRED TO MAINTAIN REQUIRED FIRE RATING. NEW WORK SHALL ACCOMMODATE 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS 4. METRO DOOR, (800-669-3667) OR EXISTING RELOCATED AND NEW BUILT-IN ELECTRICAL DEVICES: COORDINATE WITH WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS 5. ARCHITECT ACCEPTED EQUAL ELECTRICAL DRAWINGS. SPECIFICALLY MENTIONED IN THIS SECTION. III EXECUTION - 3. INSTALL ALL GYPSUM WALLBOARD PLUMB LEVEL, SQUARE 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AND TRUE WITHOUT DISTORTION, ALIGNED AND FITTED PROPERLY, TAPED FLUSH AND AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE 1. INSTALLATION SHALL BE BY CLOSURE MANUFACTURER'S SMOOTH, ACCEPTABLE FOR APPLIED FINISHES. INSTALL METAL TRIM AND METAL TRIM THE STEADY PROGRESS OF ALL PROJECT WORK. AUTHORIZED DISTRIBUTOR OR REPRESENTATIVE. ACCESSORIES AT ALL EXPOSED TO VIEW CORNERS, EXTERNAL AND INTERNAL, AND ALL EXPOSED TO VIEW ENDS. 2. PROVIDE AND INSTALL: 2. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED CUTOUTS, AND SPACE REQUIREMENTS AND DIMENSIONS FOR SUPPORT AND FINISH 4. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED 1. ALL CAULKING FOR THE INSTALLATION OF NEW WORK WHERE NOTED AND/OR REQUIREMENTS WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS SHOWN CUTOUTS, AND SPACE REQUIREMENTS AND DIMENSIONS FOR SUPPORT AND REQUIRED INCLUDING ALL MECHANICAL AND ELECTRICAL WORK. AND NOTED ON THE DRAWINGS: ENCLOSED ABUTTING MATERIAL REQUIREMENTS WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS SHOWN AND NOTED ON THE DRAWINGS: 2. ALL ADHESIVES, BACK-UP MATERIALS AND INCIDENTAL MATERIALS REQUIRED 1. MISCELLANEOUS METALS SECTION 05500 FOR PROPER INSTALLATION OF THE ABOVE. 2. CARPENTRY SECTION 06100 1. MISCELLANEOUS METALS SECTION 05500 3. ARCHITECTURAL WOODWORK SECTION 06400 2. CARPENTRY SECTION 06100 3. PROVIDE MANUFACTURER'S PRODUCT DATA LITERATURE ON ALL ITEMS, 4. GYPSUM WALLBOARD SECTION 09250 3. ARCHITECTURAL WOODWORK SECTION 06400 SAMPLES OF CAULKING AND SAMPLES OF OTHER ITEMS AS MAY BE REQUESTED BY 5. ELECTRICALSEE DRAWINGS 4. MECHANICAL SEE MECHANICAL DRAWINGS THE ARCHITECT IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 5. ELECTRICAL SEE ELECTRICAL DRAWINGS 3. SET DOOR SUPPORT, ENCLOSURES AND ABUTTING ADJACENT 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF THESE WORK SQUARE, PLUMB, LEVEL AND TRUE, ALL IN ACCORDANCE WITH THE CLOSURE 5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, SPECIFICATIONS, INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS MANUFACTURER'S WRITTEN INSTRUCTIONS. CURTAIN(S) SHALL OPERATE FREELY 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. AND STAIN REMOVAL METHODS. THROUGHOUT (ITS) (THEIR) INTENDED PATH(S) OF TRAVEL WITH ABSOLUTE MINIMUM FREEPLAY. ENSURE PROPER MINIMUM JOINT AND ALIGNMENT BETWEEN CURTAIN END OF SECTION 09250 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH SWRI, GUIDES AND STOREFRONT ENCLOSURES. SEALANT AND CAULKING GUIDE SPECIFICATION, IMIAC AND APPLICABLE CODE REQUIREMENTS AND SHALL BE OF THE HIGHEST QUALITY IN MATERIAL AND 4. INSTRUCT OWNER'S PERSONNEL IN PROPER ADJUSTMENT 09550 HARDWOOD FLOORING: INSTALLATION STANDARDS FOR THE TYPE APPLICATION AND METHOD OF AND MAINTENANCE OF CLOSURE(S), DURING THE FINAL ADJUSTMENT OF CLOSURE CONSTRUCTION IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION(S). I WORK INCLUDED - RECOMMENDATIONS TO ACHIEVE A WATERTIGHT INSTALLATION GUARANTEE AGAINST ALL DEFECTS IN MATERIAL AND WORKMANSHIP FOR A PERIOD OF TWO (2) YEARS. 5. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 0'1045, 1. RELATED DOCUMENTS: 01400, 01600 AND 01710 OF "THESE SPECIFICATIONS. 6. WORK NOT INCLUDED: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING END OF SECTION 08300 GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1, GENERAL 1. SEALANTS SPECIFIED IN OTHER SECTIONS - REQUIREMENTS OF THESE SPECIFICATIONS, APPLY TO THIS SECTION. 1. ARCHITECTURAL WOODWORK SECTION 06400 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR 09250 GYPSUM WALLBOARD: REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. II MATERIALS - I WORK INCLUDED - 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR 1. TREMCO, OR ARCHITECT ACCEPTED EQUAL, HIGH PERFORMANCE 1. RELATED DOCUMENTS: AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE SEALANTS, IN, STANDARD COLORS SELECTED BY ARCHITECT AND IN TYPE AND DETAIL THE STEADY PROGRESS OF ALL PROJECT WORK. PER MANUFACTURER'S WRITTEN RECOMMENDATIONS AND STANDARDS. COMPLY WITH 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING SEALANT MANUFACTURER'S RECOMMENDATIONS FOR SELECTION OF CAULKING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL 2. PROVIDE AND INSTALL: MATERIALS WHICH SUIT APPLICATIONS FOR INSTALLATION CONDITIONS. REQUIREMENTS, APPLY TO THIS SECTION. 1. ALL HARDWOOD STRIP FLOORING AS SHOWN AND SCHEDULED ON THE 2. INCIDENTAL MATERIALS INCLUDING BUT NOT LIMITED TO BACK-UP 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR DRAWINGS. MATERIALS, ADHESIVES, BOND BREAKERS, TAPE, PRIMERS AND FASTENERS REQUIRED REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH AND COMPATIBLE AND IN ACCORDANCE WITH MATERIAL MANUFACTURER'S WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 2. TRANSITION STRIPS AS SHOWN ON THE DRAWINGS. RECOMMENDATIONS. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR 3. ALL SETTING MATERIALS AND INSTALLATION PRODUCTS FOR ABOVE III EXECUTION - AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE HARDWOOD STRIP FLOORING AND TRANSITION STRIPS. THE STEADY PROGRESS OF ALL PROJECT WORK. 1. PROPERLY PREPARE AND CLEAN ALL EXISTING AND NEW SURFACES TO 3. SUBMITTALS: RECEIVE APPLIED MATERIALS AND VERIFY THAT ALL SURFACES TO RECEIVE 2. PROVIDE AND INSTALL: MATERIALS ARE PROPERLY PREPARED AND READY IN ACCORDANCE WITH MATERIAL 1. PROVIDE SAMPLES OF STRIP FLOORING, SHOP DRAWINGS ON MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. GYPSUM WALLBOARD PARTITION TYPES, CEILINGS, FSACIA/SOFFITS, TERMINATION DETAILS AND MANUFACTURER'S PRODUCT DATA LITERATURE IN ARCHITECTURAL WOODWORK BACK-UP ASSEMBLIES, PARTITION RETROFITS, FURRING ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 2. PROPERLY APPLY ALL MATERIALS TO ALL SURFACES IN ACCORDANCE WITH AND PATCHING THROUGHOUT AS SHOWN AND SCHEDULED ON THE DRAWINGS. MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES, MATERIALS AND 2. INSTALLER CERTIFICATION: SUBMIT A LIST OF AT LEAST THREE INSTALLATIONS DETAILS. 3. PROVIDE MANUFACTURER'S LITERATURE IN ACCORDANCE SUCCESSFULLY COMPLETED WITHIN THE PAST YEAR REQUIRING THE SAME GENERAL WITH SECTION 01300 OF THESE SPECIFICATIONS. DEGREE OF INSTALLATION EXPERTISE. 3. APPLY SEALANTS FULL AND CONTINUOUS NEATLY AND CAREFULLY, WITHIN CONFINES OF JOINT, WITH CONCAVE PROFILES, AT ALL JOINTS INDICATED AND/OR 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 3. SUBMIT MAINTENANCE DATA IN ACCORDANCE WITH SECTION 01710 OF REQUIRED. 01710 AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING CLEANING MATERIALS, STAIN REMOVAL METHODS. MATERIALS, STAIN REMOVAL METHODS, AND POLISHES AND WAXES. END OF SECTION 07900 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE 4. QUALITY ASSURANCE: WITH MANUFACTURER'S INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. 1. ALL WORK AND MATERIALS SHALL BE HIGHEST QUALITY IN ACCORDANCE 08300 SPECIAh_[ZQ405-= 11 MATERIALS - WITH THE LATEST RECOMMENDATIONS, STANDARDS AND REQUIREMENTS OF THE STRIP FLOORING MANUFACTURER'S WRITTEN TECHNICAL INFORMATION, TILE COUNCIL I WORK INCLUDED - 1. ALL GYPSUM WALLBOARD MATERIALS INCLUDING BUT NOT OF AMERICA CONSTRUCTION HANDBOOK, AND CODE ASSEMBLY REQUIREMENTS AND LIMITED TO: STEEL STUD FRAMING COMPONENTS, REGULAR BOARD, FIRECODE C TYPE ASTM AND NOFMA STANDARDS. 1. RELATED DOCUMENTS: X FIRE RATED BOARD, SOUND INSULATION AND SEALANT, ADHESIVES, METAL TRIM, METAL TRIM ACCESSORIES, CORNER TRIM, TAPE, JOINTING COMPOUND AND 2. MANUFACTURER: COMPANY SPECIALIZING IN THE PRODUCTION OF ENGINEERED 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL MISCELLANEOUS INCIDENTAL MATERIALS REQUIRED FOR THE NEW WORK AND MULTIPLY CONSTRUCTIN BONDED HARDWOOD FLOORING WITH A MINIMUM FIVE YEARS AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY PATCHING OF EXISTING SHALL BE U.S. GYPSUM QUALITY OR ARCHITECT ACCEPTED DOCUMENTED EXPERIENCE. TO THIS SECTION. EQUAL: 3. INSTALLER: SPECIALIZING IN PERFORMING THE WORK OF THIS SECTION 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS 1. PROVIDE STANDARD PUNCHED STEEL STUDS AND TRACK OF THE SIZES WITH A MINIMUM FIVE YEARS DOCUMENTED EXPERIENCE AND APPROVED BY THE WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS AND SHAPES SHOWN ON THE DRAWINGS, EITHER ELECTROLYTIC ZINC COATING (ASTM MANUFACTURER. SPECIFICALLY MENTIONED IN THIS SECTION. DESIGNATION A 591, CLASS B) OR PAINTED WITH 1.0 MIL DRY FILM THICKNESS) RUST -INHIBITIVE ZINC CHROMATE PRIMER PAINT, AT MANUFACTURERS OPTION. ALL II MATERIALS - 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR INTERIOR METAL STUDS, AND THEIR ATTENDANT TRACK, OVER 12'-0" IN HEIGHT SHALL AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE BE 20 GAUGE. 1. WOOD FLOORING: THE STEADY PROGRESS OF ALL PROJECT WORK. 2. USE ONLY ONE TYPE THROUGHOUT THE WORK, UNLESS OTHERWISE 1. SEE FINISH SCHEDULE 2. PROVIDE AND INSTALL: SHOWN ON THE DRAWINGS OR SPECIFICALLY ACCEPTED IN ADVANCE BY THE ARCHITECT. 2. EXTRA MATERIALS: 1. SIDE FOLDING CLOSURE OR MOTOR OPERATED OVERHEAD ROLLING CLOSURE ASSEMBLY(IES) AS SHOWN AND SCHEDULED ON THE DRAWINGS, INCLUDING 3. PROVIDE ALL ACCESSORIES INCLUDING, BUT NOT NECESSARILY LIMITED 1. PROVIDE 6 SQ. YD. OF EXTRA FLOORING MATERIAL. ASSOCIATED ELECTRICAL WORK, HOOK-UP AND TESTING, OF ROLLING CLOSURE(S), TO, TRACKS, SCREWS, CLIPS, ANCHORS, FASTENING DEVICES, SOUND ATTENUATION SEE'E' DRAWINGS PENCIL RODS AND RESILIENT CLIPS, AND OTHER ACCESSORIES REQUIRED FOR A 2. TRANSITION STRIPS: COMPLETE AND PROPER INSTALLATION, AND AS RECOMMENDED BY THE 3. COORDINATE ALL WORK OF OTHER SECTIONS FOR THE CLOSURES. MANUFACTURER OF THE STEEL STUDS. 1. AIRPORT STANDARD TRANSITION STRIP 4. PROVIDE COORDINATED SHOP DRAWING FOR CLOSURE REQUIREMENTS, 4. PROVIDE A GOOD GRADE OF COMMERCIAL GROUT FOR LEVELING THE INCLUDING BUT NOT NECESSARILY LIMITED TO; SUPPORT FRAMING AND ENCLOSURES, FLOOR RUNNER MEMBER OF STEEL STUD PARTITIONS AS REQUIRED III EXECUTION - PER CLOSURE MANUFACTURER'S LITERATURE IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 2. SUSPENSION SYSTEM MATERIALS: 1. EXAMINATION: 5, PROVIDE CLEANING AND MAINTENANCE DATA IN ACCORDANCE WITH 1. BOLT 3 X 3 X 1/4 X 2 LONG SUPPORT ANGLES TO EXISTING STRUCTURAL 1. VERIFY THAT CEMENTITIOUS UNDERLAYMENT, SEE SECTION 03500, IS SECTIONS 01710 AND 01730 OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CONCRETE OR SUPPLEMENT EXISTING INTERMEDIATE FRAMING MEMBERS AS PROPERLY INSTALLED AND IS COMPATIBLE WITH WOOD FLOORING ADHESIVE TO BE CLEANING METHODS, CLEANING MATERIALS, STAIN REMOVAL METHODS. REQUIRED FOR NEW SUSPENSION SYSTEM WITH UNISTRUT CHANNELS AND IS CLEAN AND FREE OF ALL LAITANCE, LOOSE MATERIALS, GREASE, OIL, AND SCREW FASTENED TO EXISTING STRUCTURAL STEEL MEMBERS SPACED 4 FOOT 0 OTHER CONTAMINANTS THAT WILL INTERFERE WITH THE BONDING OF THE ADHESIVE IN 6. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH INCHES ON CENTER BETWEEN EXISTING STRUCTURAL MEMBERS. ACCORDANCE WITH THE FLOORING MANUFACTURER'S WRITTEN TECHNICAL MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. INFORMATION AND APPLICABLE ASTM STANDARDS. 2. SECURE TO SUPPORT ANGLES OR INTERMEDIATE FRAMING MEMBERS BY "TIEING GUY WIRES OR INSERTING BENT END OF HANGER RODS THROUGH PRE -PUNCHED HOLES (4'-0" ON CENTERS IN INTERMEDIATE FRAMING MEMBERS) SIZED II MATERIALS - FOR NOT LESS THAN 3 TIMES THE HANGER DESIGN LOAD FOR THE STRUCTURAL CLASSIFICATION INDICATED; ASTM DESIGNATION C 635, TABLE 1, INDIRECT HUNG. 1. OVERHEAD ROLLING CLOSURE(S): 3. CEILING ATTACHMENT TO BUILDING SYSTEM SHALL BE THROUGH HANGER 1. MOTOR OPERATED, COUNTERBALANCE ASSEMBLY(IES) WITH CLEAR ANODIZED RODS, GUY WIRES, UNISTRUT AND STEEL CHANNELS AS SHOWN ON THE DRAWINGS: ALUMINUM (MT-) FINISH / PERFORATED PANEL CURTAIN. PROVIDE OUTSIDE/INSIDE KEY SWITCHES, ELECTRIC INTERLOCKS, ELECTRO MAGNETIC BRAKE, INSIDE EMERGENCY 1. HANGERS SHALL BE 1/4 INCH DIAMETER STEEL RODS. HANGER RODS SHALL BE RELEASE SYSTEM AND 4" WIDE BOTTOM RAIL CLOSURE PLATE WITH PAINTED (P_) GALVANIZED CONFORMING TO APPLICABLE PROVISIONS OF ASTM DESIGNATION A 123. FINISH, PER SECTION 09900, BY: 2. GUY WIRES SHALL BE 12 GAUGE WIRE. 1. DYNAMIC CLOSURES, (800-663-4.599), MODEL "PARAVENT", OR 2. DYNAFLAIR, (813-248-8100), OR 3. UNISTRUT SHALL BE P-1001 WITH BEAM CLAMPS AND ANGLE FITTINGS. 3. METRO DOOR, (800-669-3667) OR 4. ARCHITECT ACCEPTED EQUAL 4. STEEL CHANNELS: EITHER COLD ROLLED AT 0.475 LB. PER FT. OR HOT -ROLLED FOR SUPPORT OF CEILING RUNNERS WITH DEFLECTIONS LESS THAN 1/360 X SPANS; BUT IN NO CASE LESS THAN 1-1/2 INCH SECTION WEIGHING 0.475 POUNDS PER LINEAR FOOT, AND IN NO CASE LESS THAN REQUIRED BY GOVERNING REGULATIONS OR FOR FIRE RESISTANCE. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 2, VERIFY THAT UNDERLAYMENT IS AT HEIGHT AND LEVEL TO MAKE WOOD FLOORING FLUSH, EVEN AND CONTINUOUS WITH ABUTTING FLOORING AND TRANSITION STRIPS AS DETAILED. 2. INSTALLATION: 1. INSTALL WOOD FLOORING WORK IN ACCORDANCE WITH THE FLOORING MANUFACTURER'S WRITTEN TECHNICAL INFORMATION FOR DIRECT -BOND INSTALLATION AND APPLICABLE ASTM STANDARDS. 1. INSTALL TRANSITION STRIPS AS REQUIRED FOR A CONTINUOUS SMOOTH, SOUND, LEVEL, AND FLUSH INSTALLATION WITH A MINIMUM NUMBER OF TIGHT HAIRLINE BUTT JOINTS, FLUSH AND LEVEL TO ABUTTING HARDWOOD FLOORING AND ABUTTING EXITING FINISH FLOOR SURFACES AS SHOWN AND DETAILED, 2. LAY FLOORING AS INDICATED ON THE DRAWINGS. ARRANGE FLOORING WITH END MATCHED GRAIN SET FLUSH AND TIGHT. TOOTH IN ALL FLOORING DIRECTIONAL CHANGES. VERIFY ALIGNMENT AS WORK PROGRESSES. 3. COORDINATE INSTALLATION WITH THE WORK OF ALL OTHER SECTIONS OF THESE SPECIFICATIONS. 4. CLEAN AND PROTECT FINISHED FLOOR SURFACES IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 IN DIVISION 1 OF THESE SPECIFICATIONS. DO NOT PERMIT TRAFFIC OVER FINISHED FLOOR SURFACE FOR 4 DAYS AFTER INSTALLATION. END OF SECTION 09550 09.500 ACOUSTICAL_ TREATMENT-.. I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICA'T'IONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. SUSPENDED ACOUSTICAL PANEL CEILING(S) AND GRID SYSTEM(S) AS SCHEDULED AND SHOWN ON THE DRAWINGS. 3, COORDINATE ALL CUTOUTS AND BUILT-IN REQUIREMENTS OF PERTINENT SECTIONS OF THESE SPECIFICATIONS OF THESE SPECIFICATIONS, INCLUDING MECHANICAL AND ELECTRICAL WORK: SEE MECHANICAL AND ELECTRICAL DRAWINGS. 4. COORDINATE ALL SUSPENDED ENCLOSURES, SIGNAGE AND ABUTTING WALL AND FASCIA CONDITIONS, NEWAND EXISTING, DESCRIBED IN PERTINENT SECTIONS OF THESE SPECIFICATIONS. 5. PROVIDE FINISH SAMPLES AND MANUFACTURER'S LITERATURE ON ALL ITEMS IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 6. SUBMIT CLEANING DATA IN ACCORDANCE WITH SECTION 01710 OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS AND STAIN REMOVAL METHODS. 7. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH CISCA WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. II MATERIALS - 1. INTERIOR SUSPENDED ACOUSTICAL CEILING PANELS AND GRID TO FIT CEILING AREAS AND CONDITIONS AS INDICATED ON FINISH SCHEDULE ON DRAWINGS. 2. ALL CEILING JOISTS, SUPPORT ANGLES, HANGER RODS, STRUTS, GUY WIRE, CLIPS, BLACK IRON, FASTENERS, ATTACHMENTS, WALL MOLDING AND MISCELLANEOUS INCIDENTAL MATERIALS REQUIRED FOR THE INSTALLATION OF THE ABOVE ITEMS APPROVED BY THE CEILING MANUFACTURER AND IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES. wAtculumillollm 1. INSTALL ALL CEILING JOISTS, BLACK IRON, HANGER RODS, STRUTS, GUY WIRE, CLIPS, BLACK IRON, FASTENERS, ATTACHMENTS, WALL MOLDING AND MISCELLANEOUS INCIDENTAL MATERIALS IN ACCORDANCE WITH THE STANDARD BUILDING CODE REQUIREMENTS TO RECEIVE THE SUSPENDED ACOUSTICAL PANEL CEILING GRIDS. 2. INSTALL ALL CEILING PANELS AND GRIDS LEVEL AND TRUE TO SUSPENSION SYSTEM TO FIT CEILING AREAS AS SHOWN AND IN ACCORDANCE WITH THE CEILING MANUFACTURER'S WRITTEN INSTRUCTIONS. COORDINATE WITH NEW DUCTWORK CONDITIONS, DIFFUSERS, RETURNS, LIGHTING FIXTURES, SPEAKERS AND SIGNAGE. INSTALL CEILING GRID TO THE SUSPENSION GRID WITH START POINTS AS SHOWN AT CEILING HEIGHTS INDICATED. ANY DEVIATIONS SHALL BE BROUGHT TO THE ARCHITECT'S ATTENTION IMMEDIATELY. CAREFULLY CUT, SUPPORT AND INSTALL ALL PERIMETER PANELS WITH WALL MOLDING. FINISH ALL EXPOSED TO VIEW CUT PANEL EDGES TO MATCH UNCUT PANEL FINISHED EDGE. 3. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 09500 0.9.900 PAINTING: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. PROPERLY PREPARE, PRIME AND FINISH PAINT ALL GYPSUM WALLBOARD WALL, CEILING AND SOFFIT/FASCIA SURFACES AS SCHEDULED AND SHOWN ON THE DRAWINGS. 2. PROPERLY PREPARE AND FINISH PAINT ALL MISCELLANEOUS INCIDENTAL MATERIALS AS NOTED ON THE DRAWINGS INCLUDING BUT NOT LIMITED TO; DIFFUSERS REGISTERS, PIPING, CONDUIT, BOXES, LIGHTING FIXTURES, PANELBOARDS, ETC. EXPOSED TO VIEW. 3. PROPERLY PREPARE AND FINISH PAINT EXISTING, DAMAGED, MARRED OR WORN SURFACES TO REMAIN AND PATCH TO MATCH WORK AS REQUIRED FOR THE INSTALLATION OF NEW WORK, INCLUDING MECHANICAL AND ELECTRICAL. 3. PROVIDE FINISH SAMPLES OF EACH TYPE COLOR AND ON-SITE SAMPLE AREAS FOR REVIEW ACCEPTANCE BY THE ARCHITECT AS NOTED IN THIS SPECIFICATION IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS . 1. (4) 12 X 12 OR (4) 8 X 10 FINISH SAMPLES. 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, STAIN REMOVAL METHODS. 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN SPECIFICATIONS AND APPLICABLE CODE REQUIREMENTS. 6. WORK NOT INCLUDED: 1. UNLESS OTHERWISE INDICATED, PAINTING IS NOT REQUIRED ON SURFACES IN CONCEALED AREAS AND INACCESSIBLE AREAS SUCH AS FURRED SPACES, FOUNDATIONS SPACES, UTILITY TUNNELS, PIPE SPACES, AND DUCT SHAFTS. 2. METAL SURFACES OF ANODIZED ALUMINUM, STAINLESS STEEL, CHROMIUM PLATE, COPPER, BAKED ENAMEL, BRONZE, AND SIMILAR FINISHED MATERIALS WILL NOT REQUIRE PAINTING UNDER THIS SECTION EXCEPT AS MAY BE SO SPECIFIED. 3. DO NOT PAINT MOVING PARTS OF OPERATING UNITS, MECHANICAL OR ELECTRICAL PARTS SUCH AS VALVE OPERATORS, LINKAGE, SENSING DEVICES, AND MOTOR SHAFTS, UNLESS OTHERWISE INDICATED. 4. DO NOT PAINT OVER REQUIRED LABELS OR EQUIPMENT IDENTIFICATION, PERFORMANCE RATING, NAME, OR NOMENCLATURE PLATES. DO NOT PAINT FINISH HARDWARE UNLESS PRIME COATED. 5. PAINTING SPECIFIED IN OTHER SECTIONS OF THESE SPECIFICATIONS: 1. SECTION 06400 ARCHITECTURAL WOODWORK 2. SECTION 10400 IDENTIFYING DEVICES II MATERIALS - 1. PAINT TYPES: SEE FINISH SCEDULE ON DRAWINGS 2. PRIMERS FOR THE ABOVE PAINT TYPES AS MANUFACTURED BY THE PAINT TYPE MANUFACTURER FOR SUBSTRATE TO BE PAINTED. 3. HEALTH SPEC LOW ODOR, LOW VOLATILE ORGANIC COMPOUNDS (VOC) COMPLIANT MATERIALS ARE ONLY TO BE USED. DO NOT THIN ALKYD BASED MATERIALS OTHERWISE VOC RATING WILL BE COMPROMISED. VOC PAINTS REQUIRE LONGER DRYING TIME. 4. UPON COMPLETION OF THE WORK OF THIS SECTION, DELIVER TO THE OWNER AND EXTRA STOCK EQUALING 10% EACH COLOR, TYPE AND CLASS OF PAINT USED IN THE WORK, TIGHTLY SEALING EACH CONTAINER, AND CLEARLY LABELING EACH CAN WITH CONTENTS AND LOCATION WHERE USED. EXECUTION - 1. EXAMINE SURFACES TO BE PAINTED AND REPORT ANY CONDITIONS THAT WOULD ADVERSELY AFFECT THE APPEARANCE OR PERFORMANCE OF THE PAINTING SYSTEMS. 2. PROPERLY PREPARE, CLEAN AND PRIME ALL EXISTING AND NEW SURFACE SUBSTRATES TO RECEIVE PAINTING SYSTEMS IN ACCORDANCE WITH THE MATERIAL MANUFACTURER'S SPECIFICATIONS. PATCH, REPAIR AND FILL FLUSH ALL DAMAGE_, DEFECTS, AND OTHER MARRINGS TO EXISTING AND NEW SURFACES TO BE PAINTED. 3. REMOVE ELECTRICAL PLATES, HARDWARE, LIGHT FIXTURE TRIM, SIGNS, ESCUTCHEONS AND FITTINGS PRIOR TO PREPARING SURFACES OR FINISHING. SIGNS ARE TO BE REPLACED IN LOCATIONS AS .DIRECTED BY OWNER AFTER PAINT FINISH ACCEPTANCE, MASK OFF ALL MECHANICAL AND ELECTRICAL OPERATING DEVICES AND IDENTIFICATION MARKINGS, FIRE PROTECTION SPECIALTIES, DOORS, FRAMES AND HARDWARE AND.OTHER MISCELLANEOUS ITEMS AS REQUIRED AND ALL ABUTTING SURFACES SCHEDULED OR NOTED TO RECEIVE A DIFFERENT PAINT TYPE OR FINISH. 4. APPLY PAINT COATS BY SPRAY, ROLLER AND BRUSH APPLICATION ONLY TO SOUND, SMOOTH, DRY AND PROPERLY PREPARED SURFACES IN A DUST FREE ENVIRONMENT IN ACCORDANCE WITH THE PAINT MANUFACTURER'S WRITTEN INSTRUCTIONS. FILL ALL DAMAGED, MARRED, SCRAPED AND DENTED SURFACES WITH APPROPRIATE FILLER MATERIAL, METAL OR WOOD, AND SAND/POLISH SMOOTH AND SMOOTH WITH ABUTTING SURFACES. ALL WORK SHALL RECEIVE ONE PRIME COAT AND TWO FINISH COATS. ALL COMPLETED WORK SHALL BE UNIFORM IN APPEARANCE AND COVERAGE, FREE OF HOLIDAYS, SPOTTING, LAPS, TOOL MARKS, RUNS, SAGS, OR OTHER SURFACE IMPERFECTIONS. 1. EXCEPT AS SPECIFICALLY OTHERWISE ACCEPTED BY THE ARCHITECT, CONFINE SPRAY APPLICATION TO METAL FRAMEWORK AND SIMILAR SURFACE WHERE HAND BRUSH WORK WOULD BE INFERIOR. .5. MISCELLANEOUS SURFACES AND PROCEDURES: 1. PAINT ALL DAMAGED EXISTING PAINT SURFACES COLOR AND FINISH TO MATCH EXISTING LIKE FINISHED SURFACE. 2. HARDWARE: PAINT PRIME COATED HARDWARE TO MATCH ADJACENT SURFACES. 3. ALUMINUM SURFACES SCHEDULED FOR PAINT FINISH: REMOVE SURFACE CONTAMINATION BY STEAM OR HIGH PRESSURE WATER. REMOVE OXIDATION WITH ACID ETCH AND SOLVENT WASHING. APPLY ETCHING PRIMER IMMEDIATELY FOLLOWING CLEANING. 4. SEAL WITH SHELLAC AND SEAL ALL MARKS WHICH MAY BLEED THROUGH SURFACE FINISHES. 6. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 09900 104001 D E N TI FYI N G-0 EVIC ES. I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. SIGN(S) AS SCHEDULED AND SHOWN ON THE DRAWINGS. 2. ALL MOUNTING DEVICES AND FASTENERS REQUIRED FOR THE INSTALLATION OF THE ABOVE SIGN AND MAP ASSEMBLIES. 3. PROVIDE COORDINATED SHOP DRAWINGS AND MANUFACTURER'S LITERATURE ON ALL ITEMS IN ACCORDANCE WITH THESE SPECIFICATIONS. 4. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 AND OF THESE SPECIFICATIONS, INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, STAIN REMOVAL METHODS. 5. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL 3 -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA II MATERIALS 1. STOREFRONT FASCIA SIGN: 1. SIGN AS INDICATED ON DRAWINGS AND ARCHITECT APPROVED SIGN DRAWINGS. III EXECUTION - 1. COORDINATE EXACT LOCATIONS AND SIZES OF ALL REQUIRED CUTOUTS AND SPACE REQUIREMENTS AND DIMENSIONS WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS NOTED ON THE DRAWINGS: 1. SECTION 06400 ARCHITECTURAL WOODWORK 2. SECTION 09250 GYPSUM WALLBOARD 2. 'E' DRAWINGS ELECTRICAL 2. INSTALL ALL WORK TRUE PLUMB, RIGID AND PERMANENT IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 10400 11450 APPLIANCES: I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. INSTALL ONLY: OWNER SUPPLIED CONTRACTOR INSTALLED (OSCI) 1. REFRIGERATOR(S) AS SHOWN ON THE DRAWINGS. 3. PROVIDE AND INSTALL: 1. POWER REQUIREMENTS, SEE ELECTRICAL DRAWINGS 4. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. II MATERIALS - 1. EQUIPMENT AS SHOWN ON DRAWINGS - (OSCI). III EXECUTION - 1. COORDINATE EXACT LOCATIONS, SIZE AND SPACE REQUIREMENT DIMENSIONS WITH OTHER SECTIONS OF THESE SPECIFICATIONS AND AS NOTED ON THE DRAWINGS: 1. ARCHITECTURAL WOODWORK SECTION 06400 2. ELECTRICAL SEE'E' DRAWINGS 2. INSTALL REFRIGERATOR(S) LEVEL, TRUE AND PLUMB IN ACCORDANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 3. CLEAN AND PROTECT REFRIGERATOR(S) IN ACCORDANCE WITH SECTIONS 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 11450 12670 RUGS AND MATS : I WORK INCLUDED - 1. RELATED DOCUMENTS: 1. DRAWINGS AND GENERAL PROVISIONS OF THE CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1 GENERAL REQUIREMENTS, APPLY TO THIS SECTION. 2. EXAMINE ALL OTHER SECTIONS OF THE SPECIFICATIONS FOR REQUIREMENTS WHICH AFFECT WORK OF THIS SECTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY MENTIONED IN THIS SECTION. 3. COORDINATE WORK WITH THAT OF ALL OTHER TRADES AFFECTING, OR AFFECTED BY WORK OF THIS SECTION. COOPERATE WITH SUCH TRADES TO ASSURE THE STEADY PROGRESS OF ALL PROJECT WORK. 2. PROVIDE AND INSTALL: 1. ANTI -FATIGUE MAT(S) AT CASHWRAP(S) AS SHOWN ON THE DRAWINGS. 3. ALL SETTING MATERIALS AND ADHESIVES REQUIRED FOR THE INSTALLATION OF THE ABOVE. 4. PROVIDE MAT JOINT LOCATION PLANS, FINISH SAMPLES AND MANUFACTURER'S LITERATURE ON ALL ITEMS IN ACCORDANCE WITH SECTION 01300 OF THESE SPECIFICATIONS. 5. PROVIDE CLEANING DATA IN ACCORDANCE WITH SECTION 01710 AND OF THESE SPECIFICATIONS. INCLUDE RECOMMENDED CLEANING METHODS, CLEANING MATERIALS, STAIN REMOVAL METHODS. 6. ALL WORK SHALL BE HIGHEST IN QUALITY IN COMPLIANCE WITH MANUFACTURER'S WRITTEN INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS, II MATERIALS - 1. MAT: 1. VERIFY SUPPLIER WITH TENANT OR ALTERNATE - MATS, INC. (800-628-7462) REMOVABLE ROLL -UP CUSHION EZE, DARK GRAY, 1/2" THICK, DURABLE MARBLEIZED VINYL, ADHERED TO A COMFORTABLE FOAM BACKING, CUT TO CUSTOM SIZES, MINIMUM JOINTS PER LOCATION, TO FIT AREAS SHOWN AND SCHEDULED. 2. ALL SETTING AND FLOOR LEVELING MATERIALS AND ANCHORAGE DEVICES USED FOR MAT SHALL BE COMPATIBLE TO THE SURFACES INSTALLED TO, EXISTING AND NEW, AS RECOMMENDED BY THE MAT MANUFACTURER. III EXECUTION - 1. PREPARE AND LEVEL FLOUR SURFACE CONDITIONS REQUIRED FOR FLUSH, SMOOTH, LEVEL MAT INSTALLATIONS. 2. MAT SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. 3. AFTER MAT HAS BEEN INSTALLED AND CONTRACTOR HAS COMPLETED CLEANUP, THE CONTRACTOR SHALL PLACE HEAVY DUTY BUILDING PAPER OVER THE MAT, SECURED WITH (2) INCH MASKING TAPE, TO PROTECT THE MAT FROM DAMAGE. 4. PERFORM ALL WORK IN ACCORDANCE WITH SECTIONS 01045, 01400, 01600 AND 01710 OF THESE SPECIFICATIONS. END OF SECTION 12670 0.1-0.10_-_.5UMMARY OF WCC I WORK INCLUDED - 1 • WORK INCLUDED: TENANT FIT OUT OF RETAIL SPACE, INCLUDING NEW PARTITIONS, ELECTRICAL, MECHANICAL & FINISHES AS FURTHER DEFINED IN THE CONTRACT DOCUMENTS. 2. ALL WORK TO BE CONDUCTED AS QUIETLY AS POSSIBLE AND WITH A MINIMUM AMOUNT OF NOISE OR DUST. 3. WHERE THE SCOPE OF THE WORK OF THE CONTRACTOR CALLS FOR SERVICE CONNECTIONS, SUPPORTS OR INSTALLATION OF ANY ITEM OR GROUP OF ITEMS BEING FURNISHED BY OTHER CONTRACTS, THE OMISSION OF ANY GIVEN ITEM FROM ,THE DRAWINGS OF THIS PARTICULAR CONTRACT SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR INSTALLING, CONNECTING OR SUPPORTING SUCH I ITEM AT NO INCREASE IN CONTRACT. 4. THE CONTRACTOR SHALL BE BOUND TO THE BUILDING RULES AS TO THE HOURS OF WORK, USE OF THE ELEVATORS AND STAIRS, STORAGE AND REMOVAL OF DEBRIS, ETC. ALL WORK SHALL BE PERFORMED AS EXPEDITIOUSLY AS POSSIBLE. THE CONTRACT- PRICE MUST INCLUDE ANY AND ALL CONSIDERATION OF THE BUILDING RULES. NO EXTRA CHARGES WILL BE ADDED AFTER CONTRACT SIGNING. 5. THE CONTRACTOR AND SUBCONTRACTORS SHALL PERFORMTHEIR WORK IN A MANNER THAT WILL CAUSE THE LEAST INTERFERENCE TO THE OPERATION OF THE PRESENT TENANTS AND TO THE PUBLIC. 6. SUBJECT TO THE CONDITIONS ELSEWHERE STATED HEREIN, THE AREAS TO BE OCCUPIED BY THE PERMANENT CONSTRUCTION WILL BE MADE AVAILABLE TO THE CONTRACTOR UPON THE COMMENCEMENT OF THE CONTRACTOR'S FIRST OPERATIONS AT THE CONSTRUCTION SITE. THE CONTRACTOR WILL PROVIDE PROTECTION OF COMMON AREAS AS NECESSARY, SUBJECT TO THE REVIEW AND THE ACCEPTANCE OF THE OWNER AND ARCHITECT. 7. THE CONTRACTOR SHALL COOPERATE WITH AND COORDINATE THEIR OPERATIONS WITH THOSE OF THE OWNER AND ALL TENANTS. THE CONTRACTOR SHALL SO PLAN AND CONDUCT THEIR OPERATIONS AS TO WORK IN HARMONY WITH OTHERS ENGAGED AT THE CONSTRUCTION SITE AND NOT TO DELAY, ENDANGER OR INTERFERE WITH THE OPERATIONS OF OTHERS (WHETHER OR NOT SPECIFICALLY MENTIONED ABOVE), ALL TO THE BEST INTERESTS OF THE OWNER AND THE PUBLIC AND AS MAY BE DIRECTED BY THE OWNER, TENANTS AND ARCHITECT. 8. THE CONTRACTOR SHALL NOT INTERFERE WITH GENERAL PUBLIC ACCESS AND EGRESS. INTRODUCTION OF MATERIALS AND ACCESS AND EGRESS OF THE WORKFORCE SHALL BE RESTRICTED TO SUCH PLACES AND IN SUCH MANNER AS ACCEPTED BY THE OWNER, TENANT AND ARCHITECT. 9. ALL WORK IS REQUIRED TO BE COORDINATED WITH TENANT OPERATIONS "THROUGH THE ARCHITECT. THE CONTRACTOR WILL BE PERMITTED TO WORK DURING NORMAL WORKING HOURS ONLY TO THE EXTENT THAT SUCH OPERATION DOES NOT INTERFERE SIGNIFICANTLY WITH OPERATIONS. WORK WITHIN ANY AREA ENCLOSED BY PERMANENT CONSTRUCTION PARTITION WILL BE PERMITTED DURING ALL HOURS PROVIDED THAT NOISE LEVELS ARE ACCEPTABLE -TO THE OWNER, TENANTS AND THE ARCHITECT. 10. PROVIDE SUCH EQUIPMENT AND FACILITIES AS ARE NECESSARY OR REQUIRED, IN CASE OF ACCIDENT, FOR FIRST AID SERVICE TO ANY WHO MAY BE INJURED IN THE PROGRESS OF THE WORK, AND HAVE STANDING ARRANGEMENTS FOR THE REMOVAL AND HOSPITAL TREATMENT OF ANY EMPLOYEES WHO MAY BE INJURED OR WHO MAY BECOME ILL, COMPLY WITH OCCUPATIONAL SAFETY AND HEALTH STANDARDS ISSUED BY THE SECRETARY OF LABOR PURSUANT TO THE WILLIAM S-STEIGER OCCUPATIONAL SAFETY AND HEALTH ACT OF 1970 AND AS AMENDED. 1 1. WORK BY OWNER 1. THE OWNER MAY AWARD SEPARATE CONTRACTS WHICH WILL COMMENCE DURING WORK UNDER THIS CONTRACT. THESE CONTRACTS INCLUDE, BUT NOT NECESSARILY LIMITED T0: TELEPHONES, ELECTRONIC EQUIPMENT, WIRING, SIGNAL AND COMMUNICATION CIRCUITS. 2. ITEMS NOTED 'NIC' (NOT IN CONTRACT), WILL BE FURNISHED AND INSTALLED BY OWNER. 3. FOR ITEMS FURNISHED BY OWNER FOR FINAL CONNECTION BY CONTRACTOR. REFER TO DRAWINGS. 12. OWNER SUPPLIED PRODUCTS 1. THE FOLLOWING ABBREVIATIONS ARE UTILIZED IN THE CONTRACT DOCUMENTS: A. OSOI - OWNER SUPPLIED OWNER INSTALLED. B OSCI - OWNER SUPPLIED CONTRACTOR INSTALLED. 2. OWNER'S RESPONSIBILITIES: (OSOI & OSCI) A. ARRANGE FOR AND DELIVER OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES, TO -THE CONTRACTOR. B. ARRANGE AND PAY FOR PRODUCT DELIVERY TO SITE. C. ON DELIVERY, INSPECT PRODUCTS JOINTLY WITH THE CONTRACTOR. D. SUBMIT CLAIMS FOR TRANSPORTATION DAMAGE AND REPLACE DAMAGED, DEFECTIVE, OR DEFICIENT ITEMS. E. ARRANGE FOR MANUFACTURERS' WARRANTIES, INSPECTIONS, AND SERVICE. 3. CONTRACTOR'S RESPONSIBILITIES: (OSOI & OSCI) A. REVIEW OWNER REVIEWED SHOP DRAWINGS, PRODUCT DATA, AND SAMPLES. B. RECEIVE, UNLOAD AND UNCRATE PRODUCTS AT THE SITE; INSPECT FOR COMPLETENESS OR DAMAGE, JOINTLY WITH OWNER. C. HANDLE AND STORE PRODUCTS. D. REPAIR OR REPLACE ITEMS DAMAGED AFTER RECEIPT. E. INS -FALL AND FINISH PRODUCTS. (OSCI ONLY) 4. ITEMS SUPPLIED TO SITE AND INSTALLED BY OWNER (OSOI): A. ITEMS AS INDICATED ON THE DRAWINGS. 5. ITEMS SUPPLIED BY OWNER FOR INSTALLATION BY CONTRACTOR (OSCI): A. ITEMS AS INDICATED ON THE DRAWINGS. II MATERIALS - NOT USED III EXECUTION - NOT USED END OF SECTION 01010 01_.019 - Ct(:ffERACT,CONSIDERA-FIS I WORK INCLUDED - 1. ACCEPTED ALTERNATES WILL BE IDENTIFIED IN OWNER -CONTRACTOR AGREEMENT. COORDINATE RELATED WORK AND MODIFY SURROUNDING WORK AS REQUIRED. 2. CONTRACTOR SHALL SUBMIT A PRINTED SCHEDULE OF VALUES ON AIA FORM G703 - APPLICATION AND CERTIFICATE FOR PAYMENT CONTINUATION SHEET, IN DUPLICATE, WITHIN 15 DAYS AFTER DATE OF OWNER -CONTRACTOR AGREEMENT. 3. CONTRACTOR SHALL SUBMIT THREE COPIES OF EACH APPLICATION FOR PAYMENT TO THE ARCHITECT ON AIA FORM 6702 - APPLICATION AND CERTIFICATE FOR PAYMENT AND AIA G703 - CONTINUATION SHEET, UTILIZING SCHEDULE OF VALUES. 4. CHANGE PROCEDURES: 1. THE ARCHITECT WILL ADVISE OF MINOR CHANGES IN THE WORK NOT INVOLVING AN ADJUSTMENT TO CONTRACT SUM OR CONTRACT TIME AS AUTHORIZED BY AIA A201, BY ISSUING SUPPLEMENTAL INSTRUCTIONS ON AIA FORM G710. 2. THE ARCHITECT MAY ISSUE A PROPOSAL REQUEST WHICH INCLUDES A DETAILED DESCRIPTION OF A PROPOSED CHANGE WITH SUPPLEMENTARY OR REVISED CONTRACT DOCUMENTS, A CHANGE IN CONTRACT TIME FOR EXECUTING THE CHANGE, WITH A STIPULATION OF ANY OVERTIME WORK REQUIRED AND THE PERIOD OF TIME DURING WHICH THE REQUESTED PRICE WILL BE CONSIDERED VALID. CONTRACTOR TO SUBMIT AN ESTIMATE WITHIN SEVEN CALENDAR DAYS. 3. THE CONTRACTOR MAY PROPOSE CHANGES BY SUBMITTING A REQUEST FOR CHANGETO THE ARCHITECT, DESCRIBING THE PROPOSED CHANGE AND ITS FULL EFFECT ON THE WORK. INCLUDE A STATEMENT DESCRIBING THE REASON FOR -THE CHANGE, AND THE EFFECT ON THE CONTRACT SUM AND CONTRACT TIME WITH FULL DOCUMENTATION AND A STATEMENT DESCRIBING THE EFFECT ON WORK BY SEPARATE OR OTHER CONTRACTORS. 4. THE ARCHITECT MAY ISSUE AIA FORM G713 CONSTRUCTION CHANGE DIRECTIVE, SIGNED BY THE OWNER, INSTRUCTING THE CONTRACTOR TO PROCEED WITH A CHANGE IN "THE WORK, FOR SUBSEQUENT INCLUSION IN A CHANGE ORDER. DOCUMENT WILL DESCRIBE CHANGES IN THE WORK, AND DESIGNATE METHOD OF DETERMINING ANY CHANGE IN CONTRACT SUM OR CONTRACT TIME. CONTRACTOR SHALL PROMPTLY EXECUTE THE CHANGE. 5. TIME AND MATERIAL CHANGE ORDER: THE CONTRACTOR SHALL SUBMIT AN ITEMIZED ACCOUNT AND SUPPORTING DATA AFTER COMPLETION OF CHANGE, WITHIN TIME LIMITS INDICATED IN THE CONDITIONS OF THE CONTRACT. ARCHITECT WILL DETERMINE THE CHANGE ALLOWABLE IN CONTRACT SUM AND CONTRACT TIME AS PROVIDED IN THE CONTRACT DOCUMENTS. MAINTAIN DETAILED RECORDS OF WORK DONE ON TIME AND MATERIAL BASIS. PROVIDE FULL INFORMATION REQUIRED FOR EVALUATION OF PROPOSED CHANGES, AND TO SUBSTANTIATE COSTS FOR CHANGES IN THE WORK. 6. CONTRACTOR SHALL ISSUE CHANGE ORDERS, USING AIA G701 CHANGE ORDER, FOR SIGNATURES OF ALL PARTIES AS PROVIDED IN THE CONDITIONS OF THE CONTRACT. II MATERIALS - NOT USED III EXECUTION - NOT USED END OF SECTION 01019 01039 - OQORDINATION-AND MEETINGS I WORK INCLUDED - 1. VERIFY THAT UTILITY REQUIREMENTS AND CHARACTERISTICS OF OPERATING EQUIPMENT ARE COMPATIBLE WITH BUILDING UTILITIES. COORDINATE WORK OF VARIOUS SECTIONS HAVING INTERDEPENDENT RESPONSIBILITIES FOR INSTALLING, CONNECTING TO, AND PLACING IN SERVICE, SUCH EQUIPMENT. 2. COORDINATE SPACE REQUIREMENTS AND INSTALLATION OF MECHANICAL AND ELECTRICAL WORK WHICH ARE INDICATED DIAGRAMMATICALLY ON DRAWINGS. FOLLOW ROUTING SHOWN FOR PIPES, DUCTS, AND CONDUIT, AS CLOSELY AS PRACTICABLE. PLACE RUNS PARALLEL WITH LINE OF BUILDING. UTILIZE SPACES EFFICIENTLY TO MAXIMIZE ACCESSIBILITY FOR OTHER INSTALLATIONS, FOR MAINTENANCE, AND FOR REPAIR. 3. IN FINISHED AREAS EXCEPT AS OTHERWISE INDICATED, CONCEAL PIPES, DUCTS, AND WIRING WITHIN THE CONSTRUCTION. COORDINATE LOCATIONS OF FIXTURES AND OUTLETS WITH FINISH ELEMENTS. 4. AFTER OWNER OCCUPANCY OF PREMISES, ACCESS TO SPACE FOR CORRECTION OF DEFECTIVE WORK AND WORK NOT IN ACCORDANCE WITH CONTRACT DOCUMENTS (PUNCH LIST ITEMS), SHALL BE CONDUCTED AT TIMES OTHER THAN REGULAR WORKING HOURS UNLESS OTHERWISE CONSENTED TO BY THE OWNER. 5. PRE -CONSTRUCTION MEETING A. A PRE -CONSTRUCTION MEETING WILL BE SCHEDULED AT THE PROJECT SITE PRIOR TO CONTRACTOR OCCUPANCY. B. ATTENDANCE REQUIRED: AUTHORITY HAVING JURISDICTION, LANDLORD, OWNER, ARCHITECT, CONTRACTOR AND CONTRACTOR'S SUPERINTENDENT. C. AGENDA: 1. USE OF PREMISES BY OWNER AND CONTRACTOR. 2. SECURITY 3. TEMPORARY PROTECTION AND SAFETY 4. DUST AND NOISE PROTECTION 5. STAGING AREA, DELIVERY AND STORAGE OF MATERIALS 6. SCHEDULES AND PHASING OF THE WORK 7. CONTRACTOR PARKING 8. WORK HOURS 9. INSPECTION AND CERTIFICATE OF OCCUPANCY PROCEDURES 10. ANY SPECIFIC REQUIREMENTS BY AUTHORITY HAVING JURISDICTION, LANDLORD OR OWNER. D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS, WITH ONE COPY TO THE AUTHORITY HAVING JURISDICTION, LANDLORD, OWNER, ARCHITECT, ALL OTHER PARTICIPANTS ANG THOSE AFFECTED BY DECISIONS MADE. ' • • • _ - f_ f f f_ f MF I _TA_U NA Ar h' J P c flecture & D i.n cs .C. 1665 Highway 588 - I Elli ill r/1S 39437`. .s TEL 601.9 14.6909 FAX 601.763.48867 MiA u ( arc,'. "uTu mwiair,.,�I lwl i,.�1 f� www.M ETALU NAarchitects.com P e g mail; � metal r na minds r1n_, rn J n IJ v . f � •f •. f •• •F •f .f .l �,f �.f �-• THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 6. SITE MOBILIZATION MEETING A. ARCHITECT AND OWNER WILL SCHEDULE A MEETING AT THE PROJECT SITE PRIOR TO CONTRACTOR OCCUPANCY. B. ATTENDANCE REQUIRED: OWNER, ARCHITECT, SPECIAL CONSULTANTS, CONTRACTOR, CONTRACTOR'S SUPERINTENDENT, AND MAJOR SUBCONTRACTORS, C. AGENDA: 1. USE OF PREMISES BY OWNER AND CONTRACTOR. 2. OWNER'S REQUIREMENTS. 3. CONSTRUCTION FACILITIES AND CONTROLS PROVIDED BY OWNER. 4. TEMPORARY FACILITIES PROVIDED BY OWNER. 5. SECURITY AND HOUSEKEEPING PROCEDURES. 6. SCHEDULES. 7. PROCEDURES FOR TESTING. 8. PROCEDURES FOR MAINTAINING RECORD DOCUMENTS. 9. REQUIREMENTS FOR START-UP OF EQUIPMENT. 10. INSPECTION AND ACCEPTANCE OF EQUIPMENT PUT INTO SERVICE DURING CONSTRUCTION PERIOD. D. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS, WITH ONE COPY TO OWNER, ARCHITECT, OTHER PARTICIPANTS, AND THOSE AFFECTED BY DECISIONS MADE. PROGRESS MEETINGS A. CONTRACTOR SHALL SCHEDULE AND ADMINISTER MEETINGS THROUGHOUT PROGRESS OF THE WORK AT MAXIMUM WEEKLY INTERVALS. B. CONTRACTOR SHALL MAKE ARRANGEMENTS FOR MEETINGS, PREPARE AGENDA WITH COPIES FOR PARTICIPANTS, PRESIDE AT MEETINGS. 7. C. ATTENDANCE REQUIRED: JOB SUPERINTENDENT, MAJOR SUBCONTRACTORS AND SUPPLIERS, OWNER, ARCHITECT, AND CONSULTANTS APPROPRIATE TO AGENDA TOPICS FOR EACH MEETING. III D. AGENDA: 1. REVIEW MINUTES OF PREVIOUS MEETING. 2. REVIEW PROGRESS OF WORK. 3. FIELD OBSERVATIONS, PROBLEMS, AND DECISIONS. 4. IDENTIFICATION OF PROBLEMS WHICH IMPEDE PLANNED PROGRESS. 5. REVIEW OF SUBMITTALS SCHEDULE AND STATUS OF SUBMITTALS. 6. REVIEW OF OFF-SITE FABRICATION AND DELIVERY SCHEDULES. 7. MAINTENANCE OF PROGRESS SCHEDULE. 8. CORRECTIVE MEASURES TO REGAIN PROJECTED SCHEDULES. 9. PLANNED PROGRESS DURING SUCCEEDING WORK PERIOD. 10. COORDINATION OF PROJECTED PROGRESS. 11. MAINTENANCE OF QUALITY AND WORK STANDARDS. 12. EFFECT OF PROPOSED CHANGES ON PROGRESS SCHEDULE AND COORDINATION. 13. OTHER BUSINESS RELATING TO WORK. E. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS, WITH ONE COPY -TO ARCHITECT, OWNER, PARTICIPANTS, AND THOSE AFFECTED BY DECISIONS MADE. PRE -INSTALLATION MEETING A. WHEN REQUIRED IN INDIVIDUAL SPECIFICATION SECTIONS, CONVENE A PRE -INSTALLATION MEETING AT WORK SITE PRIOR TO COMMENCING WORK OF THE SECTION, B. REQUIRE ATTENDANCE OF PARTIES DIRECTLY AFFECTING, OR AFFECTED BY, WORK OF THE SPECIFIC SECTION. 8. C. NOTIFY ARCHITECT FOUR BUSINESS DAYS IN ADVANCE OF MEETING DATE. D. CONTRACTOR SHALL PREPARE AGENDA AND PRESIDE AT MEETING: 1. REVIEW CONDITIONS OF INSTALLATION, PREPARATION AND INSTALLATION PROCEDURES. 2. REVIEW COORDINATION WITH RELATED WORK. E. CONTRACTOR SHALL RECORD MINUTES AND DISTRIBUTE COPIES WITHIN TWO BUSINESS DAYS AFTER MEETING TO PARTICIPANTS, WITH ONE COPY TO ARCHITECT, OWNER, PARTICIPANTS, AND THOSE AFFECTED BY DECISIONS MADE. II MATERIALS - NOT USED III EXECUTION - NOT USED END OF SECTION 01039 01045 CUTTING AND._PATCHING: I WORK INCLUDED - 1. THIS SECTION ESTABLISHES GENERAL REQUIREMENTS PERTAINING TO CUTTING INCLUDING FITTING, AND PATCHING OF ALL THE WORK, INCLUDING MISCELLANEOUS ARCHITECTURAL, STRUCTURAL MECHANICAL AND ELECTRICAL WORK REQUIRED OUTSIDE THE CONTRACT LIMIT LINE REQUIRED -TO: 1. MAKE THE SEVERAL PARTS FIT PROPERLY, NEW AND EXISTING. 2. CORE DRILL FLOOR STRUCTURE AND SAWCUT FINISH FLOOR TOPPING FOR ELECTRICAL AND NEW FINISH FLOOR REQUIREMENTS. 3. UNCOVER WORK TO PROVIDE FOR THE INSTALLATION, INSPECTION, OR BOTH OF ILL-TIMED WORK. 4. REMOVE AND REPLACE WORK NOT CONFORMING TO REQUIREMENTS OF THE CONTRACT DOCUMENTS. 5. REMOVE AND REPLACE DEFECTIVE WORK. 6. CUT, REPAIR AND PATCH TO MATCH EXISTING WORK LEFT EXPOSED TO VIEW BY REMOVALS AND WHERE DAMAGED BY THIS CONTRACT WORK. 2. IN ADDITION TO OTHER REQUIREMENTS SPECIFIED, UPON THE ARCHITECT'S REQUEST, UNCOVER WORK TO PROVIDE FOR INSPECTION BY THE ARCHITECT OF COVERED WORK, AND REMOVE SAMPLES OF INSTALLED MATERIALS FOR TESTING. 3. DO NOT CUT OR ALTER WORK PERFORMED UNDER SEPARATE CONTRACT WITHOUT THE ARCHITECT'S WRITTEN PERMISSION. 4. PERFORM ALL CUTTING AND PATCHING IN STRICT ACCORDANCE WITH PERTINENT REQUIREMENTS OF THESE SPECIFICATIONS AND, IN THE EVENT THAT NO SUCH REQUIREMENTS ARE DETERMINED, IN CONFORMANCE WITH THE ARCHITECT'S WRITTEN DIRECTION. 5. PRIOR TO CUTTING WHICH AFFECTS THE STRUCTURAL SAFETY OR THE STRUCTURAL INTEGRITY OF THE BUILDING, SUBMIT A WRITTEN REQUEST "TO THE ARCHITECT FOR PERMISSION TO PROCEED WITH CUTTING. DO NOT CUT ANY STRUCTURAL WALLS, SLABS OR FRAMING MEMBERS, INCLUDING ANY REINFORCING UNTIL PERMISSION IS RECEIVED IN WRITING. IF REINFORCEMENT IS ENCOUNTERED WHERE NOT EXPECTED DO NOT PROCEED WITH CUTTING WITHOUT NOTIFYING THE ARCHITECT AND RECEIVING WRITTEN PERMISSION TO PROCEED. 6. PRIOR TO CUTTING AND PATCHING PERFORMED PURSUANT TO THE ARCHITECT'S INSTRUCTIONS, SUBMIT COST ESTIMATE -TO THE ARCHITECT. SECURE THE ARCHITECT'S ACCEPTANCE OF COST ESTIMATE AND TYPE OF COST REIMBURSEMENT BEFORE PROCEEDING WITH CUTTING AND PATCHING. 7. SUBMIT WRITTEN NOTICE TO THE ARCHITECT DESIGNATING TIME THE WORK WILL BE UNCOVERED, TO PROVIDE FOR THE ARCHITECT'S OBSERVATION. MATERIALS - 1. FOR REPLACEMENT OF WORK REMOVED, USE MATERIALS WHICH COMPLY WITH THE PERTINENT SECTIONS OF THESE SPECIFICATIONS. EXISTING AREAS ABUTTING NEW WORK OUTSIDE CONTRACT LIMIT LINE ARE TO MATCH EXISTING LIKE WORK IN MATERIAL AND FINISH: SEE SECTION 01400. EXECUTION - 1. INSPECT EXISTING CONDITIONS, INCLUDING ELEMENTS SUBJECT TO MOVEMENT OR DAMAGE DURING CUTTING AND PATCHING. 2. AFTER UNCOVERING THE WORK, INSPECT CONDITIONS AFFECTING INSTALLATION OF THE NEW WORK. 3. IF UNCOVERED CONDITIONS ARE NOT AS ANTICIPATED, IMMEDIATELY NOTIFY THE ARCHITECT AND SECURE NEEDED DIRECTIONS. 4. DO NOT PROCEED IN AREAS OF DISCREPANCY UNTIL ALL SUCH DISCREPANCIES HAVE BEEN TRULY RESOLVED. 5. PROVIDE ALL REQUIRED PROTECTION INCLUDING, BUT NOT NECESSARILY LIMITED TO, SHORING, BRACING AND SUPPORT TO MAINTAIN STRUCTURAL INTEGRITY OF THE WORK. 6. PERFORM ALL WORK AS REQUIRED UNDER PERTINENT SECTIONS OF -THESE SPECIFICATIONS. PERFORM CUTTING AND PATCHING BY METHODS WHICH WILL PREVENT DAMAGE TO OTHER PORTIONS OF THE WORK AND WILL PROVIDE PROPER SURFACES TO RECEIVE OR REPAIR NEW WORK. PERFORM FITTING AND ADJUSTMENT OF PRODUCTS TO PROVIDE FINISHED INSTALLATION COMPLYING WITH THE SPECIFIED "TOLERANCES AND FINISHES. 7. CORE DRILL SLAB AND MAKE MINIMUM WIDTH AND RUN SAWCUT IN FINISH FLOOR TOPPING TO FLUSH FLOOR BOX LOCATIONS. ADJUST CORE DRILLING TO MISS SLAB REINFORCEMENT. PATCH TO MATCH FINISH FLOOR WHERE EXPOSED FO VIEW. END OF SECTION 01045 91..099 - REFERENCE STANDARDS I WORK INCLUDED - 1. THROUGHOUT THE CONTRACT DOCUMENTS, REFERENCE IS MADE TO CODES AND STANDARDS WHICH ESTABLISH QUALITIES AND TYPES OF WORKMANSHIP AND MATERIALS, AND WHICH ESTABLISH METHODS FOR TESTING AND REPORTING ON THE PERTINENT CHARACTERISTICS. 2. ALL MATERIALS AND WORKMANSHIP ARE REQUIRED BY THESE CONTRACT DOCUMENTS TO MEETOR EXCEED ALL PERTINENT CODES AND STANDARDS. IT IS 'THE CONTRACTOR'S RESPONSIBILITY TO PROVIDE MATERIALS AND WORKMANSHIP WHICH MEET OR EXCEED THE SPECIFICALLY NAMED CODE OR STANDARD. 3. IT IS ALSO THE CONTRACTOR'S RESPONSIBILITY, WHEN SO REQUIRED BY THE CONTRACT DOCUMENTS OR BY WRITTEN REQUEST FROM THE ARCHITECT, TO DELIVER TO THE ARCHITECT ALL REQUIRED PROOF THAT THE MATERIALS AND WORKMANSHIP, OR BOTH, MEET OR EXCEED THE REQUIREMENTS OF A SPECIFICALLY NAMED CODE OR STANDARD. SUCH PROOF SHALL BE IN THE FORM REQUESTED IN WRITING BY "THE ARCHITECT, AND GENERALLY WILL BE REQUIRED TO BE COPIES OF A CERTIFIED REPORT OF TESTS CONDUCTED BY A TESTING AGENCY ACCEPTED FOR THAT PURPOSE BY THE ARCHITECT 4. SPECIFIC NAMING OF CODES OR STANDARDS OCCURS ON -THE DRAWINGS AND IN OTHER SECTIONS OF THESE SPECIFICATIONS. 5. QUALITY ASSURANCE: 1. FAMILIARITY WITH PERTINENT CODES AND STANDARDS. 2. IN PROCURING ALL ITEMS USED IN THIS WORK, IT IS "THE CONTRACTOR'S RESPONSIBILITY TO VERIFY THE DETAILED REQUIREMENTS OF THE SPECIFICALLY NAMED CODES AND STANDARDS AND TO VERIFY THAT THE ITEMS PROCURED FOR USE IN THIS WORK MEET OR EXCEED THE SPECIFIED REQUIREMENTS. 3. THE ARCHITECT RESERVES THE RIGHT TO REJECT ITEMS INCORPORATED INTO THE WORK WHICH FAIL TO MEET THE SPECIFIED MINIMUM REQUIREMENTS. THE ARCHITECT FURTHER RESERVES THE RIGHT, AND WITHOUT PREJUDICE TO OTHER RECOURSE THE ARCHITECT MAY TAKE, "TO ACCEPT NON -COMPLYING ITEMS SUBJECT TO AN ADJUSTMENT IN THE CONTRACT AMOUNT AS ACCEPTED BY THE ARCHITECT AND THE OWNER. Hudson Ng..1011.w. s EM Hudson ffA II MATERIALS - 1. REFERENCE STANDARDS: 1. REFERENCE STANDARDS LISTED IN THESE SPECIFICATIONS INCLUDE, BUT ARE NOT NECESSARILY LIMITED TO, THE LATEST EDITIONS OF STANDARDS PROMULGATED BY THE FOLLOWING AGENCIES AND ORGANIZATIONS: AAMA AMERICAN ARCHITECTURAL MANUFAC'TURER'S ASSOCIATION 2700 RIVER ROAD, SUITE 1 18, DES PLAINS, IL (312) 699-7310 ACT AMERICAN CONCRETE INSTITUTE P.O. BOX 19150 REDFOLD STATION DETROIT, MI 48219 AIA AMERICAN INSTITUTE OF ARCHITECTS 1735 NEW YORK AVE. NW, WASHINGTON, DC 20006 (202) 626-7474 AISC AMERICAN INSTITUTE OF STEEL CONSTRUCTION 400 N. MICHIGAN AVE. 8TH FLR., CHICAGO, IL 60611 (312) 670-2400 AISI AMERICAN IRON AND STEEL INSTITUTE 1000 16TH SF. NW, WASHINGTON, DC 20036 (202) 452-7100 AITC AMERICAN INSTITUTE OF TIMBER CONSTRUCTION 333 W. HAMPDEN AVE. ENGLEWOOD, CO 80110 (303) 761-3212 ALSC AMERICAN LUMBER STANDARDS COMMITTEE P.O. BOX 210, GERMANTOWN, MD 20874 (301) 972-1700 AMCA AIR MOVEMENT AND CONTROL ASSOCIATION 30 W. UNIVERSITY DRIVE, ARLINGTON HEIGHTS, IL 60004 (312) 394-0150 ANSI AMERICAN NATIONAL STANDARDS INSTITUTE 1430 BROADWAY, NEW YORK, NY 10018 (212) 354-3300 APA AMERICAN PLYWOOD ASSOCIATION P.O. BOX 1 170, TACOMA, WA 98411 (206) 565-6600 ARI AIR CONDITIONING AND REFRIGERATION INSTITUTE 1501 WILSON BLVD., ARLINGTON, VA 22209 (703) 524-8800 ASC ADHESIVE AND SEALANT COUNCIL 1600 WILSON BLVD., SUITE 910, ARLINGTON, VA 22209 (703) 841-1112 ASHRAE AMERICAN SOCIETY OF HEATING, REFRIGERATING AND AIRCONDITIONING ENGINEERS 1791 TULLIE CIRCLE, NE, ATLANTA, GA 30329 (404) 636-8400 ASME AMERICAN SOCIETY OF MECHANICAL ENGINEERS 345 E, 47TH ST., NEW YORK, NY 10017 (212) 705-7722 ASPE AMERICAN SOCIETY OF PLUMBING ENGINEERS 15233 VENTURA BLVD., SUITE 811, SHERMAN OAKS, CA 91403 (213) 783-4845 ASTM AMERICAN SOCIETY FOR TESTING AND MATERIALS 1916 RACE ST., PHILADELPHIA, PA 19103 (215) 299-5400 AWI AMERICAN WOODWORK INSTITUTE 1952 ISAAC NEWTON SQUARE, RESTON, VA 20190 (703) 733-0600 AWPA AMERICAN WOOD PRESERVERS ASSOCIATION 7735 OLD GEORGETOWN RD. BETHESDA, MD 20014 AWS AMERICAN WELDING SOCIETY P.O. BOX 351040, 550 LEJUNE RD., NW, MIAMI, FL 33135 (305) 443-9353 AWWA AMERICAN WATER WORKS ASSOCIATION, INC. 6666 W. QUINCY AVE., DENVER, CO 80235 (303) 794-7711 BOCA BASIC NATIONAL BUILDING CODE BUILDING OFFICIALS AND CODE ADMINISTRATIONS INTER. INC. 4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795 (708) 799-2300 BHMA BUILDER'S HARDWARE MANUFACTURER'S ASSOCIATION 60 E. 42ND ST., ROOM 511, NEW YORK, NY 10165 (212) 682-8142 FGMA FLAT GLASS MARKETING ASSOCIATION 3310 HARRISON ST., TOPEKA, KS 66611 (913) 266-7013 IEEE INSTITUTE OF ELECTRICAL AND ELECTRONIC ENGINEERS, INC. 345 E. 47TH ST., NEW YORK, NY 10017 (212) 705-7900 MCAA MECHANICAL CONTRACTOR'S ASSOCIATION OF AMERICA 5530 WISCONSIN ANE., SUITE 250, CHEVY CHASE, MD 20815 (301) 654-7960 NAAMM NATIONAL ASSOCIATION OF ARCHITECTURAL METAL MANUFACTURERS 221 N, LASALLE ST., CHICAGO, IL 60601 (312) 346-1600 NBS NATIONAL BUREAU OF STANDARDS -U.S. DEPARTMENT OF COMMERCE GAITHERSBURG, MD 20234 (301) 921-1000 NEC NATIONAL ELECTRICAL CODE-NFPA BATTERYMARCH PARK, QUINCY, MA 02269 (617) 770-3300 NECA NATIONAL ELECTRICAL CONTRACTORS ASSOCIATION 7315 WISCONSIN AVE., BETHESDA, MD 20814 (301) 657-3110 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL 3 -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA NEMA NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION 2101 L ST., NW, WASHINGTON, DC 20037 (202) 457-8400 NFPA NATIONAL FIRE PROTECTION ASSOCIATION BATTERYMARCH PARK, QUINCY, MA 02269 (617) 770-3300 NFILA NATIONAL HARDWARE LUMBER ASSOCIATION P.O. BOX 34518, MEMPHIS, TN 38104 (901) 377-1818 NMC NATIONAL MECHANICAL CODE-BOCA 4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795 (708) 799-2300 NPC NATIONAL PLUMBING CODE-BOCA 4051 W. FLOSSMOOR RD., COUNTRY CLUB HILLS, IL 60477-5795 (708) 799-2300 OSHA OCCUPATIONAL SAFETY HEALTH ADMINISTRATION U.S. DEPARTMENT OF LABOR WASHINGTON, DC 20402 SMACNA SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION P.O. BOX 70, MERRIFIELD,VA 22116 (703) 790-9890 SSPC STEEL STRUCTURES PAINTING COUNCIL 4400 5TH AVE„ PITTSBURGH, PA 15213 (412) 578-3327 TCA TILE COUNCIL OF AMERICA, INC. P.O. BOX 326, PRINCETON, NJ 08540 (609) 921-7050 UL UNDERWRITER'S LABORATORIES 333 PFINGSTEN RD., NORTHBROOK, IL 60062 (312) 272-8800 III EXECUTION - NOT USED END OF SECTION 01090 TA _U N Architecture & Design PC, 166.5 Highway 588` Ellisville, MS 39'137 �•.� - i�i� rz;W,ri r:::f:::` `.'! ..w � a � �b•,�:. it :m • f r TEL 601,914.6909 I� FAX 60 1.7614886 -- ............ AW ;uIr bV N �� N 1 101 w. ww NAarchitects,com email: metal una@ mind s rin .co rn THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 END OF SECTION 01410 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 01410 TEST_1NSi DI 50Q - CONST_IiIJrTION_FA. ILO ITIES AND TEMPORARY CONTROLS 013Q_2S11BMITTAI..S AND SUBSTILUTIONS: 0.1_3_1 t�CONST_ 1� CTION SCE -IJ. DOLE: III EXECUTION - I WORK INCLUDED - I WORK INCLUDED - I WORK INCLUDED - I WORK INCLUDED - 1. COOPERATE WITH THE OWNER'S SELECTED TESTING LABORATORY AND ALL 1. PROVIDE TEMPORARY ELECTRIC FEEDER FROM EXISTING BUILDING ELECTRICAL 1. �lJ� 1�ITOP_DBA111NtzS.ON_ALL_FABRICATEp1LMS. CU 1. TO ASSURE ADEQUATE PLANNING AND EXECUTION OF THE WORK, SO THAT THE 1. PRELIMINARY ANALYSIS: OTHERS RESPONSIBLE FOR TESTING AND INSPECTING THE WORK. SERVICE AT LOCATION AS DIRECTED. DO NOT DISRUPT OWNER'S NEED FOR WORK IS COMPLETED WITHIN THE NUMBER CALENDAR DAYS ALLOWED IN THE CONTRACT, AND TO ASSIST THE ARCHITECT IN APPRAISING THE 1. SHOW ALL ACTIVITIES OF THE CONTRACTOR UNDER THIS WORK FOR THE CONTINUOUS SERVICE. COMPLEMENT EXISTING POWER SERVICE CAPACITY AND CFIARAAS REQUIRED. PROVIDE POWER OUTLETS FOR 2. SUBMIT SiAMPLE_St F ALL_FINISH MATERIAI<S REASONABLENESS OF THE PROPOSED SCHEDULE AND IN EVALUATING PERIOD BETWEEN RECEIPT OF NOTICE TO PROCEED AND SUBMITTAL OF 2. PROVIDE OTHER TESTING AND INSPECTING AS SPECIFIED TO BE FURNISHED BY CONSTRUCTION ON OPERAWITH BRANCH WIRING AND DISTRIBUTION 3. SUBMIT MANUFACTURER'S LITERATURE ON ALL MATERIALS NOT INCLUDED IN PROGRESS OF THE WORK, PREPARE AND MAINTAIN THE SCHEDULES AND CONSTRUCTION SCHEDULE REQUIRED. THE CONTRACTOR IN THIS SECTION AND/OR IN OTHER SECTIONS OF THESE BOXES LOCATED AT EACH FLOOR, AS REQUIRED. PROVIDE FLEXIBLE POWER THE SHOP DRAWING OR SAMPLE SUBMITTALS. REPORTS DESCRIBED IN THIS SECTION. 2. SHOW CONTRACTOR'S GENERAL APPROACH TO THE REMAINDER OF THE SPECIFICATION AND ON THE DRAWINGS, INCLUDING SITEWORK, STRUCTURAL, CORDS AS REQUIRED. PROVIDE MAIN SERVICE DISCONNECT AND OVERCURRENT PROTECTION AT CONVENIENT LOCATION. WORK. MECHANICAL AND ELECTRICAL DRAWINGS, 4. SUBMIT ALL ADDITIONAL REQUIREMENTS AS SPECIFIED ON THE DRAWINGS INCLUDING STRUCTURAL, MECHANICAL AND ELECTRICAL DRAWINGS. 2. "DAY" USED THROUGHOUT THE CONTRACT, UNLESS OTHERWISE STATED, MEANS 3. SHOW COST OF ALL ACTIVITIES SCHEDULED FOR PERFORMANCE BEFORE "CALENDAR DAY". SUBMITTAL AND ACCEPTANCE OF THE CONSTRUCTION SCHEDULE. 3. WHERE NO TESTING REQUIREMENTS ARE DESCRIBED, BUT THE OWNER DECIDES THAT TESTING IS REQUIRED, THE OWNER MAY DIRECT THAT SUCH TESTING BE 2, PERMANENT CONVENIENCE RECEPTACLES MAY NOT BE UTILIZED DURING 5. PROVIDE ON-SITE OR SHOP MOCK-UPS WHERE REQUESTED BY THE ARCHITECT. 3. COORDINATE ALL WORK AND SCHEDULING WITH THE OWNER, AND THEIR USE UNDER CURRENT STANDARDS FOR TESTING. PAYMENT FOR SUCH CONSTRUCTION, UNLESS AGREED TO BY OWNER. MOCK-UPS ACCEPTED BY THE ARCHITECT MAY REMAIN IN PLACE OR BE USED AS OF THE SITE:PERFORMED 4. SUBMITTALS SHALL BE IN ACCORDANCE WITH THE ABOVE CONSTRUCTION TESTING WILL BE MADE AS DESCRIBED IN THIS SECTION. THE FINISH PRODUCT. SCHEDULE. 3. PROVIDE AND MAINTAIN LIGHTING FOR CONSTRUCTION OPERATIONS TO 1. PHASING OF THE WORK A MINIMUM LIGHTING LEVEL OF 4 WATT/SQ FT. MAINTAIN LIGHTING 6. SUBMIT CONSTRUCTION SCHEDULE AND A SUBMITTALS SCHEDULE IN 2. SECURITYACHIEVE 3. TEMPORARY PROTECTION AND SAFETY 5. AS SOON AS PRACTICABLE AFTER RECEIPT OF NOTICE TO PROCEED, 4. THE OWNER WILL SELECT APRE-QUALIFIED INDEPENDENT TESTING AND PROVIDE ROUTINE REPAIRS. COORDINATION WITH THE PHASING OF THE WORK. 4. STAGING AREA, DELIVERY AND STORAGE OF MATERIALS COMPLETE THE CONSTRUCTION ANALYSIS DESCRIBED ABOVE, IN LABORATORY. 7, PRIOR TO EACH SUBMITTAL, CAREFULLY REVIEW AND COORDINATE ALL S. DUST AND NOISE PROTECTION PRELIMINARY FORM. MEET WITH THE ARCHITECT, REVIEW CONTENTS OF PROPOSED CONSTRUCTION SCHEDULE, AND MAKE ALL REVISIONS AGREED 5. THE OWNER WILL PAY FOR IN SERVICES OF THE TESTING LABORATORY AS 4. PERMANENT BUILDING LIGHTING MAY NOT BE UTILIZED DURING CONSTRUCTION, UNLESS AGREED TO BY OWNER. ASPECTS OF EACH ITEM BEING SUBMITTED TO VERIFY THAT EACH ITEM AND 6. CONTRACTOR'S PARKING AREA UPON, SUBMIT IN ACCORDANCE WITH ABOVE. FURTHER DESCRIBED IN THIS SECTION. THE SUBMITTAL FOR IT CONFORMS IN ALL RESPECTS WITH THE REQUIREMENTS 5• UTILIZE OWNER'S EXISTING HEAT PLANT, EXTEND AND SUPPLEMENT WITH OF THE CONTRACT DOCUMENTS. BY AFFIXING THE CONTRACTOR'S SIGNATURE 4. QUALITY ASSURANCE: 6. QUALITY ASSURANCE: TEMPORARY HEAT DEVICES AS NEEDED TO MAINTAIN SPECIFIED CONDITIONS TO EACH SUBMITTAL, CERTIFY THAT THIS COORDINATION HAS BEEN PERFORMED. 1. THE CONSTRUCTION SCHEDULE AS ACCEPTED BY THE ARCHITECT WILL BE 2. MATERIALS STATUS REPORT:FOR 1. THE TESTING LABORATORY WILL BE QUALIFIED TO THE OWNER'S CONSTRUCTION OPERATIONS. AN INTEGRAL PART OF THE CONTRACT, AND WILL ESTABLISH INTERIM CONTRACT COMPLETION DATES FOR THE VARIOUS ACTIVITIES. 1. AS SOON AS PRACTICABLE AFTER RECEIPT OF NOTICE TO PROCEED ACCEPTANCE IN ACCORDANCE WITH ASTM E329. 6. PRIOR TO OPERATION OF PERMANENT EQUIPMENT FOR TEMPORARY HEATING 8. CERTIFY THAT ALL MATERIAL USED IN THE WORK COMPLY WITH ALL SPECIFIED COMPLETE THE CONSTRUCTION ANALYSIS DESCRIBED ABOVE, IN PRELIMINARY FORM. MEET WITH THE ARCHITECT, REVIEW CONTENTS OF 2. TESTING, WHEN REQUIR ED WILL BE IN ACCORDANCE WITH ALL PERTINENT PURPOSES, VERIFY THAT INSTALLATION IS APPROVED FOR OPERATION, EQUIPMENT IS LUBRICATED AND FILTERS ARE IN PLACE. PROVIDE AND PAY PROVISIONS THEREOF. CERTIFICATION SHALL NOT BE CONSTRUED AS RELIEVING THE CONTRACTOR FROM FURNISHING SATISFACTORY MATERIALS IF, AFTER 2. SHOULD ANY ACTIVITY NOT BE COMPLETED WITHIN 7 DAYS AFTER DATED PROPOSED MATERIALS STATUS REPORTS, AND MAKE ALL REVISIONS TO CODES AND REGULATIONS AND WITH SELECTED STANDARDS OF ASTM. FOR OPERATION, MAINTENANCE, AND REGULAR REPLACEMENT OF FILTERS TESTS ARE PERFORMED ON SELECTED SAMPLES, THE MATERIAL IS FOUND TO SCHEDULE DATE, THE ARCHITECT SHALL HAVE THE RIGHT TO ORDER THE FORMAT AGREED UPON. AND WORN OR CONSUMED PARTS. NOT MEET SPECIFIED REQUIREMENTS. CONTRACTOR TO EXPEDITE COMPLETION OF THE ACTIVITY BY WHATEVER 7, PRODUCT HANDLING: MEANS THE ARCHITECT DEEMS APPROPRIATE AND NECESSARY, WITHOUT ADDITIONAL COMPENSATION TO THE CONTRACTOR. 3. REVISIONS: 1. PROMPTLY PROCESS AND DISTRIBUTE REQUIRED COPIES OF TEST REPORTS 7. MAINTAIN MINIMUM AMBIENT TEMPERATURE OF 50 DEGREES F IN AREAS K, THE 9. SHOW ON EACH CERTIFICATION THE NAME AND LOCATION OF THE WORK, 1. MAKE ONLY THOSE REVISIONS TO ACCEPTED CONSTRUCTION SCHEDULE AND RELATED INSTRUCTIONS TO ENSURE NECESSARY RE -TESTING AND WHERE CONSTRUCTION IS IN PROGRESS, UNLESS INDICATED OTHERWISE IN SPECIFICATIONS. D ADDRESS OF THE SUBCONTRACTOR, QUANTITY AND DATE N O NAME AN AND MATERIALS STATUS REPORTS AS ARE ACCEPTED IN ADVANCE BY THE REPLACEMENT OF MATERIALS WITH THE LEAST POSSIBLE DELAY IN DATES SHIPMENT OR DELIVERY WHICH THE CERTIFICATE APPLIES, AND NAME OF THE MANUFACTURING OR FABRICATING COMPANY. CERTIFICATION 3. SHOULD ANY ACTIVITY BE 14 OR MORE DAYS BEHIND SCHEDULE THE ARCHITECT. PROGRESS OF THE WORK. 8. PROVIDE, MAINTAIN AND PAY FOR TELEPHONE SERVICE, FACSIMILE SERVICE SHALL BE IN THE FORM OF A LETTER OR COMPANY STANDARD FORMS ARCHITECT SHALL HAVE THE RIGHT TO PERFORM THE ACTIVITY OR HAVE AND A DEDICATED TELEPHONE LINE TO FIELD OFFICE AT TIME OF PROJECT CONTAINING ALL REQUIRED DATA, CERTIFICATES SHALL BE SIGNED BY AN THE ACTIVITY PERFORMED BY WHATEVER METHOD THE ARCHITECT DEEMS END OF SECTION 01310 MOBILIZATION. OFFICER OF THE MANUFACTURING OF FABRICATING COMPANY. APPROPRIATE II MATERIALS - J. EXISTING PUBLIC TOILET FACILITIES (MAINTAINED BY OTHERS) ARE 4. COSTS INCURRED BY THE ARCHITECT IN CONNECTION WITH EXPEDITING 1. PAYMENT FOR TESTING: AVAILABLE IN THE BUILDING. CONTRACTOR WILL ACCEPT RESPONSIBILITIES CONSTRUCTION ACTIVITY UNDER THIS ARTICLE SHALL BE REIMBURSED TO �1.4Q0 QIIALITY_C'ON_CLZ FOR AND VIGOROUSLY PROHIBIT THE COMMITTING OF NUISANCE ON THE SITE II MATERIALS - A THE ARCHITECT BY THE CONTRACTOR. IT IS EXPRESSLY UNDERSTOOD AND 1. THE OWNER WILL PAY FOR INITIAL TESTING SERVICES REQUESTED BY THE OF THE WORK. AGREED THAT FAILURE BY THE ARCHITECT TO EXERCISE THE OPTION I WORK INCLUDED - OWNER. 1. SUBMIT ALL SHOP DRAWINGS IN THE FORM OF,(1) SEPIA TRANSPARENCY AND EITHER ORDER THE CONTRACTOR TO EXPEDITE AN ACTIVITY BY OTHER 10. PROVIDE TEMPORARY PARTITIONS INDICATED TO SEPARATE WORK AREAS 2 BLUELINE PRINTS OF EACH DRAWING. ALL REVIEW COMMENTS WILL BE O MEANS SHALL NOT BE CONSIDERED PRECEDENT SETTING FOR ANY OTHER 1. PERFORM ALL WORK IN ACCORDANCE WITHTHE BUILDING CODE OF ALL 2. WHEN INITIAL TESTS INDICATE NON-COMPLIANCE WITH THE CONTRACT PI PREVENT FROM OWNER AND TENANTS OCCUPIED AREAS, TO PREVENT PENETRATION OF SHOWN ON THE SEPIA TRANSPARENCY AND RETURNED TO THE CONTRACTOR. ACTIVITIES. LOCAL, STATE AND FEDERAL LAWS, CODES AND ORDINANCES HAVING DOCUMENTS, THE COSTS OF INITIAL TESTS ASSOCIATED WITH NON - DUST AND MOISTURE INTO OWNER AND "TENANTS OCCUPIED AREAS, AND T THE CONTRACTOR SHALL MAKE AND DISTRIBUTE ALL PRINTS REQUIRED FOR JURISDICTION OVER THE WORK, INCLUDING ALL ADA ACCESSIBILITY COMPLIANCE WILL BE DEDUCTED BY THE OWNER FROM THE CONTRACT PREVENT DAMAGE TO EXISTING MATERIALS AND EQUIPMENT. THEIR PURPOSES. 5. SUBMITTALS: GUIDELINES AND WITH ALL TRADE STANDARDS AND PRODUCT SUM. MANUFACTURE'S WRITTEN INSTRUCTIONS.1. 3. WHEN INITIAL TESTS INDICATE NON-COMPLIANCE WITH THE CONTRACT 1 1. PROTECT INSTALLED WORK AND PROVIDE SPECIAL PROTECTION WHERE 2. SUBMIT ALL SAMPLES IN THE QUANTITY WHICH ARE REQUIRED TO BE RETURNED COMPLY WITH PROVISIONS OF SECTION 01300. DOCUMENTS, ALL SUBSEQUENT RE -TESTING OCCASIONED BY THE SPECIFIED IN INDIVIDUAL SPECIFICATION SECTIONS. PROVIDE TEMPORARY AND PLUS (2) WHICH WILL BE RETAINED BY THE ARCHITECT. 2. WITHIN 7 DAYS AFTER RECEIPT OF NOTICE TO PROCEED, SUBMIT THREE 2. INDIVIDUAL REQUIREMENTS FOR QUALITY ASSURANCE ARE DESCRIBED IN NON-COMPLIANCE SHALL BE PERFORMED BY THE SAME TESTING AGENCY AND THE COSTS THEREOF WILL BE DEDUCTED BY THE OWNER FROM THE REMOVABLE PROTECTION FOR INSTALLED PRODUCTS. CONTROL ACTIVITY IN IMMEDIATE WORK AREA TO PREVENT DAMAGE. PROVIDE PROTECTIVE COPIES OF A PRELIMINARY CONSTRUCTION SCHEDULE, PLUS THREE COPIES PERTINENT SECTIONS OF THESE SPECIFICATIONS INCLUDING STRUCTURAL, AND ELECTRICAL WORK: SEE 'S', 'FP', 'H' AND 'E' DRAWINGS. CONTRACT SUM. COVERINGS AT WALLS, PROJECTIONS, JAMBS, SILLS, AND SOFFITS OF 3. SUBMIT THE NUMBER OF MANUFACTURER'S LITERATURE COPIES WHICH ARE OF PROPOSED FORMAT FOR MATERIALS STATUS REPORTS, PREPARED IN ACCORDANCE WITH PART III OF THIS SECTION. MECHANICAL 2. CODE COMPLIANCE TESTING: OPENINGS. PROTECT FINISHED FLOORS, STAIRS, AND OTHER SURFACES FROM MOVEMENT OF HEAVY OBJECTS, BY REQUIRED TO BE RETURNED PLUS (2) COPIES WHICH WILL BE RETAINED BY THE TRAFFIC, DIRT, WEAR, DAMAGE, OR ARCHITECT. 3. IN CASE OF CONFLICT BETWEEN STANDARDS, THE MORE STRINGENT 1. INSPECTIONS AND TESTS REQUIRED BY CODES OR ORDINANCES, OR BY PROTECTING WITH DURABLE SHEET MATERIALS. 4. NOTIFY ARCHITECT IN ADVANCE FOR ON-SITE OR SHOP MOCK-UP REVIEW 3. WITHIN 14 DAYS AFTER RECEIPT OF NOTICE TO PROCEED, SUBMIT THREE REQUIREMENT SHALL GOVERN. IN ALL CASES WHERE THERE IS A DISCREPANCY PLAN APPROVAL AUTHORITY, AND WHICH ARE MADE BY A LEGALLY COPIES OF THE CONSTRUCTION SCHEDULE, PREPARED IN ACCORDANCE WITHIN OR BETWEEN DRAWINGS AND SPECIFICATIONS IN QUALITY OR CONSTITUTED AUTHORITY, SHALL BE PAID FOR BY THE CONTRACTOR, VISITS. SUBMIT CONSTRUCTION SCHEDULE AND SUBMITTALS SCHEDULE IN TYPE AND WITH PART III OF THIS SECTION. QUANTITY OF ANY ITEM, MATERIAL, INSTALLATION, DETAIL OR WORKMANSHIP � THE CONTRACTOR SHALL USE THE LARGER QUANTITY, OR BETTER QUALITY UNLESS OTHERWISE PROVIDED IN THE CONTRACT DOCUMENTS. 12. PROHIBIT TRAFFIC OR STORAGE UPON WATERPROOFED OR ROOFED SURFACES, 5. QUANTITIES TO BE DETERMINED AT THE PRE -CONSTRUCTION MEETING. 4. ON THE FIRST WORK DAY OF EACH MONTH, FOLLOWING SUBMITTAL TO PRODUCE THE HIGHEST QUALITY FINISHED WORK. IF TRAFFIC OR ACTIVITY IS NECESSARY, OBTAIN RECOMMENDATIONS FOR DESCRIBED, SUBMIT THREE COPIES OF THE CONSTRUCTION SCHEDULE ANDPROTECTION 3. CONTRACTOR'S CONVENIENT TESTING: FROM WATERPROOFING OR ROOFING MATERIAL MANUFACTURER. THREE COPIES OF THE MATERIALS STATUS REPORTS UPDATED AS 6. DO NOT SUBSTITUTE MATERIALS, EQUIPMENT, OR METHODS UNLESS SUCH DESCRIBED IN PART III OF THIS SECTION. 4. PROVIDE AND REMOVE, IN COORDINATION WITH THE PHASING OF THE WORK ALL TEMPORARY BARRIERS AND WALLS REQUIRED FOR THE PHASING AND 1. INSPECTING AND TESTING PERFORMED EXCLUSIVELY FOR THE CONTRACTOR'S CONVENIENCE SHALL BE THE SOLE RESPONSIBILITY OF THE 13. PROVIDE A FIELD OFFICE WITHIN THE CONSTRUCTION AREA FOR ALL HIS WORK THIS SUBSTITUTION HAS BEEN SPECIFICALLY ACCEPTED, IN WRITING, FOR T "OR PROTECTION OF THE CONTRACT WORK. MAINTAIN ALL TEMPORARY FACILITIES CONTRACTOR. CONTRACTOR'S, SUPPLY AND STORAGE. PROVIDE SPACE FOR PROJECT BY THE ARCHITECT. WHERE THE PHRASE "OR EQUAL" OR EQUAL AND CONTROLS AS LONG AS NEEDED FOR THE SAFE AND PROPER MEETINGS, WITH ALL REQUIRED TABLE AND CHAIRS. THE FIELD OFFICE, ACCEPTED BY THE ARCHITECT" OCCURS IN THE CONTRACT DOCUMENTS, DO II MATERIALS - COMPLETION OF THE WORK. 4. INSPECTION BY OWNER'S PERSONNEL: INCLUDING FURNITURE, WILL REMAIN THE PROPERTY OF THE CONTRACTOR NOT ASSUME THAT MATERIALS, EQUIPMENT, OR METHODS WILL BE ACCEPTED AND SHALL BE REMOVED FROM THE SITE AFTER COMPLETION OF THE WORK. AS EQUAL UNLESS THE ITEM HAS BEEN SPECIFICALLY ACCEPTED FOR THIS 1. CONSTRUCTION ANALYSIS: 1. FROM TIME 'TO TIME, PERSONNEL IN THE EMPLOY OF THE OWNER MAY WORK BY THE ARCHITECT. THE DECISION OF THE ARCHITECT SHALL BE FINAL. II MATERIALS - INSPECT THE WORK WHERE THE WORK IS IN PROGRESS, BUT SHALL HAVE 1. GRAPHICALLY SHOW THE ORDER AND INTERDEPENDENCE OF ALL ACTIVITIES NO AUTHORITY TO DIRECT THE CONTRACTOR OR REQUEST CHANGES IN 14. REMOVE TEMPORARY UTILITIES, EQUIPMENT, FACILITIES, MATERIALS, PRIOR TO NECESSARY TO COMPLETE THE WORK, AND THE SEQUENCE IN WHICH EACH I . PRODUCTS USED IN THE WORK SHALL BE PRODUCED BY MANUFACTURERS THE WORK EXCEPT THROUGH THE ARCHITECT. SUBSTANTIAL COMPLETION INSPECTION. ACTIVITY IS TO BE ACCOMPLISHED, AS PLANNED BY THE CONTRACTOR AND ENGAGED IN THE MANUFACTURE OF SIMILAR ITEMS AND WITH A HISTORY OF III EXECUTION - HIS PROJECT FIELD SUPERINTENDENT IN COORDINATION WITH ALL SUCCESSFUL PRODUCTION ACCEPTABLE TO THE ARCHITECT. 15. CLEAN AND REPAIR DAMAGE CAUSED BY INSTALLATION OR USE OF SUB -CONTRACTORS WHOSE WORK IS SHOWN ON THE DIAGRAM. ACTIVITIES TEMPORARY WORK. 1. CONSECUTIVELY NUMBER ALL SUBMITTALS. ACCOMPANY EACH SUBMITTAL I SHOWN ON THE DIAGRAM SHALL INCLUDE, BUT ARE NOT NECESSARILY III EXECUTION - WITH A LETTER OF TRANSMITTAL CONTAINING ALL PERTINENT INFORMATION LIMITED TO: 2. COMPLY WITH REFERENCED STANDARDS AND BE IN STRICT ACCORDANCE COOPERATION WITH TESTING LABORATORY: 16. RESTORE EXISTING AND PERMANENT FACILITIES USED DURING CONSTRUCTION REQUIRED FOR IDENTIFICATION AND REVIEWING OF THE SUBMITTAL. WITH MANUFACTURER'S WRITTEN INSTRUCTIONS. 1. TO ORIGINAL CONDITION. RESTORE PERMANENT FACILITIES USED DURING 1. PROJECT MOBILIZATION 3. COMPATIBILITY OF ALL MATERIALS REQUIRED FOR INSTALLATION, 1. REPRESENTATIVES OF THE TESTING LABORATORY SHALL HAVE ACCESS TO CONSTRUCTION TO SPECIFIED CONDITION. 2. MAKE ALL SHOP DRAWINGS ACCURATELY TO SCALE, SUFFICIENTLY LARGE TO PROTECTION AND CLEANING OF THE MATERIALS SHALL BE VERIFIED WITH THE THE WORK AT ALL TIMES. PROVIDE FACILITIES FOR SUCH ACCESS IN ORDER THAT THE LABORATORY MAY PERFORM ITS FUNCTION. 11 MATERIALS - NOT USED SHOW ALL PERTINENT METHODS AND MATERIALS OF CONSTRUCTION. INDICATE 2. SUBMITTALS AND ACCEPTANCES MANUFACTURERS OF THE MATERIALS TO BE INSTALLED, PROTECTED AND ALL ADJACENT AND ABUTTING MATERIALS, NEW AND EXISTING. FULLY CLEANED. COORDINATE ALL CONDITIONS AND DIMENSIONS IN THE FIELD. COORDINATE 3. PROCUREMENT OF EQUIPMENT AND CRITICAL MATERIALS 2. SPECIMENS AND SAMPLES FOR TESTING, UNLESS OTHERWISE PROVIDED IN III EXECUTION -NOT USED WITH ALL OTHER TRADES INVOLVED. NOTE SUBCONTRACTOR OF OTHER TRADES INDICATED; DO NOT USE THE TERM, "BY OTHERS". 4. FABRICATION OF SPECIAL MATERIAL AND EQUIPMENT, AND THEIR III EXECUTION - THE CONTRACT DOCUMENTS, WILL BE TAKEN BY THE TESTING PERSONNEL. INSTALLATION AND TESTING SAMPLING EQUIPMENT AND PERSONNEL WILL BE PROVIDED BY THE 1. ALL WORK SHALL BE FABRICATED AND INSTALLED IN ACCORDANCE WITH, "TESTING LABORATORY. 3. MAKE ALL SUBMITTALS IN GROUPS CONTAINING ALL ASSOCIATED ITEMS. PARTIAL 5. FINAL CLEAN-UP COORDINATED ACCEPTED SHOP DRAWINGS WHICH SHALL INCLUDE END OF SECTION 01500 SUBMITTALS MAY BE REJECTED. CORRECTIONS DUE TO FIELD CONDITION AND DIMENSION VERIFICATIONS. 2. SCHEDULES FOR TESTING: 6. FINAL INSPECTION AND TESTING DETAILS OF SHAPES, MATERIALS AND FINISHES SHALL BE FOLLOWED INSOFAR END OF SECTION 01300 ASTHE ARCHITECTURAL DESIGN INTENT IS CONCERNED. DETAILS OF 1. BY ADVANCE DISCUSSION WITH THE TESTING LABORATORY SELECTED BY 2. MATERIALS STATUS REPORTS: CONSTRUCTION, RELATION OF COMPONENT SECTIONS, METHODS OF THE OWNER, DETERMINE THE TIME REQUIRED FOR THE LABORATORY TO CONSTRUCTION NOT SHOWN ON THE CONTRACT DOCUMENTS SHALL BE PERFORM ITS TEST AND TO ISSUE EACH OF ITS FINDINGS. 1. THE CONTRACTOR'S STANDARD MATERIALS STATUS REPORT FORM WILL BE ESTABLISHED BY THE FABRICATOR AND THE INSTALLER WHO SHALL BE ACCEPTABLE IF, IN THE ARCHITECT'S JUDGEMENT, IT PROVIDES SUFFICIENT PERTINENT DATA TO DETERMINE THAT MATERIALS PROCUREMENT FLOW IS RESPONSIBLE FOR THE INTEGRITY, STRENGTH AND DURABILITY OF THE FABRICATION AND THE INSTALLATION OF THE WORK RESPECTIVELY. 2. PROVIDE REQUIRED TIME WITHIN THE CONSTRUCTION SCHEDULE. ADEQUATE FOR ALL NEEDS OF THE WORK. 3. WHEN CHANGES OF CONSTRUCTION SCHEDULE ARE NECESSARY DURING 2. THE INSTALLATION OF ALL WORK SHALL FOLLOW THE MANUFACTURER'S CONSTRUCTION, COORDINATE SUCH CHANGES OF SCHEDULE WITH THE 2. SHOW AT LEAST THE FOLLOWING INFORMATION: WRITTEN INSTRUCTIONS FOR SURFACE PREPARATION, TEMPERATURE AND TESTING LABORATORY AS REQUIRED. MOISTURE CONTROL, METHODS OF INSTALLATION AND PROTECTION 1. ITEM DESCRIPTION, LISTED IN ACCORDANCE WITH SPECIFICATION SECTION PROCEDURES. 4. WHEN THE TESTING LABORATORY IS READY TO TEST ACCORDING TO THE NUMBER IN WHICH ITEM IS CALLED FOR ESTABLISHED SCHEDULE, BUT IS PREVENTED FROM TESTING OR TAKING 3. THE BLENDING OF NEW SURFACES, MATERIALS AND FINISHES WITH SIMILAR SPECIMENS DUE TO INCOMPLETENESS OF THE WORK, ALL EXTRA CHARGES SURFACES, MATERIALS AND FINISHES SHALL RESULT IN NO VISIBLE FOR TESTING ATTRIBUTABLE TO THE DELAY MAY BE BACK -CHARGED TO 2. PURCHASE ORDER NUMBER AND DATE OF ISSUE DEMARCATION BETWEEN EXISTING AND NEW WORK. HOLES, DAMAGE OR THE CONTRACTOR AND SHALL NOT BE BORNE BY THE OWNER. DEFORMATION RESULTING FROM REMOVALS UNDER THIS CONTRACT SHAL BE 3. VENDOR NAME PATCHED TO THE SATISFACTION OF THE OWNER. REPLACE WITH NEW MATERIALS OR FINISHES, OR BOTH, TO MATCHED "(HOSE DAMAGED. 4. DATE SHIPPED, AND SHIPPING MEANS UTILIZED 3. ALTERNATIVE INSPECTION PROCEDURE: 5. ESTIMATED DATE OF ARRIVAL AT JOB SITE 1. THE ARCHITECT SHALL HAVE THE RIGHT TO REQUIRE ALTERNATIVE END OF SECTION 01400 INSPECTION PROCEDURE OTHER THAN AS SPECIFIED WHEN, IN THE 6. ACTUAL DATE OF ARRIVAL AT JOB SITE, AND RECEIVING REPORT , ARCHITECT'S JUDGEMENT, OTHER INSPECTIONS ARE REQUIRED TO NUMBER DEMONSTRATE COMPLIANCE WITH THE CONTRACT DOCUMENTS. COSTS OF SUCH ALTERNATIVE INSPECTIONS WILL BE BORNE BY THE OWNER IF PRODUCTS ARE FOUND TO COMPLY; OTHERWISE, COSTS WILL BE BORNE BY THE CONTRACTOR. TA _U N Architecture & Design PC, 166.5 Highway 588` Ellisville, MS 39'137 �•.� - i�i� rz;W,ri r:::f:::` `.'! ..w � a � �b•,�:. it :m • f r TEL 601,914.6909 I� FAX 60 1.7614886 -- ............ AW ;uIr bV N �� N 1 101 w. ww NAarchitects,com email: metal una@ mind s rin .co rn THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 END OF SECTION 01410 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 l FA_ � `o ll, RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 011Z PROJECT RECORD DO UMENTS: a1730 OPE. AR TION AND_MDANCE DATA:. 0160. 0_ -PRODUCT HA _ LIN : I WORK INCLUDED - 5. CLOSEOUT SUBMITTALS: I WORK INCLUDED - I WORK INCLUDED - 1. THROUGHOUT THE CONSTRUCTION PERIOD USE ALL MEANS NECESSARY FOR 1. CLOSEOUT SUBMITTALS INCLUDE, BUT NOT NECESSARILY LIMITED TO: 1. THROUGHOUT PROGRESS OF THE WORK OF THIS CONTRACT, MAINTAIN AN IN THE CONTRACT DOCUMENTS, AS 1. TO AID IN THE CONTINUED INSTRUCTION OF OPERATING AND MAINTENANCE PERSONNEL, AND TO PROVIDE A POSITIVE SOURCE OF INFORMATION REGARDING THE SAFETY AND PROTECTION OF ALL PERSONS, PROPERTY AND MATERIALS ACCURATE RECORD OF ALL CHANGES THE PRODUCTS INCORPORATED IN THE WORK, FURNISH AND DELIVER THE BEFORE, DURING AND AFTER COMMENCEMENT OF THE WORK. 1. COMPUTER AIDED DRAFTED (CAD) "AS -BUILT" RECORD SETS AND DESCRIBED BELOW. DESCRIBED IN THIS SECTION AND IN PERTINENT SECTIONS OF THESE ASSOCIATED DISKS. 2. OPERATION AND MAINTENANCE DATA. Z. UPON COMPLETION OF THE WORK OF THIS CONTRACT, TRANSFER BY COMPUTER SPECIFICATIONS. 2. DOCUMENTS AFFECTING WORK OF THIS SECTION INCLUDE, BUT ARE NOT 3. WARRANTIES AND BONDS AIDED DRAFTING (CAD), THE RECORDED CHANGES TO A SET OF RECORD CAD 2. MAKE ALL SUBMITTALS IN STRICT ACCORDANCE WITH PROVISIONS OF SECTION NECESSARILY LIMITED TO THE SECTIONS IN DIVISION 1 OF THESE 4. KEYS AND KEYING SCHEDULE DOCUMENTS, AS DESCRIBED IN III BELOW. 01300. SPECIFICATIONS AND ADDITIONAL PROCEDURES AS MAY BE PRESCRIBED IN 5. SPARE PAR FS AND MATERIAL EXTRA STOCK OTHER SECTIONS OF THESE SPECIFICATIONS INCLUDING STRUCTURAL, 6. EVIDENCE OF COMPLIANCE WITH GOVERNMENTAL AGENCIES HAVING BUT NOT NECESSARILY LIMITED TO - 3. THOROUGHLY COORDINATE ALL CHANGES WITHIN THE RECORD DOCUMENTS, 3. REQUIRED CONTENTS OF SUBMITTALS MAY ALSO BE AMPLIFIED IN PERTINENT MECHANICAL, AND ELECTRICAL WORK: SEE STRUCTURAL, MECHANICAL AND JURISDICTION INCLUDING, MAKING ADEQUATE AND PROPER ENTRIES ON EACH PAGE OF SPECIFICATIONS OTHER SECTIONS OF THESE SPECIFICATIONS. ELECTRICAL DRAWINGS AND SPECIFICATIONS. AND EACH SHEET OF DRAWINGS AND OTHER DOCUMENTS WHERE SUCH ENTRY 1. CERTIFICATES OF INSPECTION IS REQUIRED TO PROPERLY SHOW CHANGE. ACCURACY OF RECORDS SHALL BE 4. SUBMIT "THREE COPIES OF THE FINAL MANUAL OR MANUALS TO THE ARCHITECT 3. INCLUDE WITHIN THE CONTRACTOR'S QUALITY ASSURANCE REQUIREMENTS 2. CERTIFICATES OF OCCUPANCY SUCH THAT FUTURE SEARCH FOR ITEMS SHOWN IN THE CONTRACT DOCUMENTS PRIOR TO INDOCTRINATION OF OPERATION AND MAINTENANCE PERSONNEL. SUCH PROCEDURES AS ARE REQUIRED TO ASSURE FULL PROTECTION OF THE MAY REASONABLY RELY ON INFORMATION OBTAINED FROM THE ACCEPTED WORK. 7. CERTIFICATES OF INSURANCE FOR PRODUCTS AND COMPLETED RECORD DOCUMENTS. 4. EXCEPT AS OTHERWISE ACCEPTED BY THE ARCHITECT, DETERMINE AND COMPLY OPERATIONS 8. LIST OF SUBCONTRACTORS, SERVICE ORGANIZATIONS AND PRINCIPAL "TELEPHONE 4. MAKE ALL ENTRIES WITHIN 24 HOURS AFTER RECEIPT f OF INFORMATION. II MATERIALS - WITH MANUFACTURER'S RECOMMENDATIONS ON PRODUCT HANDLING, VENDORS, INCLUDING NAMES ADDRESSES AND NUMBERS "TIMES 1. WHERE INSTRUCTION MANUALS ARE REQUIRED TO BE SUBMITTED UNDER OTHER STORAGE, AND PROTECTION. WHERE THEY CAN BE REACHED FOR EMERGENCY SERVICE AT ALL SECTIONS OF THESE SPECIFICATIONS, PREPARE IN ACCORDANCE WITH THE INCLUDING NIGHTS, WEEKENDS AND HOLIDAYS. S. IN ADVANCE OF THE LOCAL AIRPORT AUTHORITIES FINAL INSPECTION THE FOLLOWING: 5. DELIVER THE WORK TO THE JOB SITE PROPERLY CONTAINED AND IDENTIFIED IN SUCH CONTRACTOR SHALL SUBMIT THE FINAL RECORD CAD DOCUMENTS TO THE QUANTITIES AND AT SUCH TIME AS TO ASSURE THE CONTINUITY OF THE 11 MATERIALS - NOT USED ARCHITECT TO SECURE THE ARCHITECT'S ACCEPTANCE. 1. FORMAT: INSTALLATION. SIZE 8 1 X ". 6. MAINTAIN PACKAGED MATERIALS WITH SEALS UNBROKEN AND LABELS INTACT III EXECUTION - NO f USED BOND, PAPER WHITE ND, AT LEAST 20 LB. WEIGHT. TE UNTIL TIME OF USE. END OF SECTION 01700 TEXT NEATLY TYPEWRITTEN. DRAWINGS 11" IN HEIGHT PREFERABLE; BIND IN WITH TEXT; FOLDOUTS 7. PROMPTLY REMOVE DAMAGED MATERIALS AND UNSUITABLE ITEMS FROM THE ACCEPTABLE; LARGER DRAWINGS ACCEPTABLE, BUT FOLD TO JOB SITE, AND PROMPTLY REPLACE WITH MATERIALS MEETING THE SPECIFIED 21710 CLEANING; FIT WITHIN THE MANUAL AND PROVIDE A DRAWING POCKET REQUIREMENTS, AT NO ADDITIONAL COST TO THE OWNER. II MATERIALS - INSIDE REAR COVER OR BIND IN WITH TEXT. I WORK INCLUDED - 1. PROMPTLY FOLLOWING AWARD OF CONTRACT, SECURE FROM THE ARCHITECT, 1. THROUGHOUT THE CONSTRUCTION PERIOD MAINTAIN THE JOB SITE IN A AT NO CHARGE TO THE CONTRACTOR, ONE COMPLETE SET OF ALL DOCUMENTS 2. PROVIDE FRONT AND BACK COVERS FOR EACH MANUAL, USING DURABLE II MATERIALS - NOT USED STANDARD OF CLEANLINESS AS DESCRIBED IN THIS SECTION. COMPOSING THE CONTRACT. MATERIAL ACCEPTED BY THE ARCHITECT AND CLEARLY IDENTIFIED ON OR 2. IN ADDITION TO STANDARDS DESCRIBED IN THIS SECTION, COMPLY WITH ALL THROUGH THE FRONT COVER WITH AT LEAST THE FOLLOWING INFORMATION: III EXECUTION - REQUIREMENTS FOR CLEANING UP AS DESCRIBED IN VARIOUS SECTIONS OF 2, AT A TIME NEAR THE COMPLETION OF THE WORK, PRIOR TO THE REQUEST FOR THESE SPECIFICATIONS AND WITH ALL PERTINENT REQUIREMENTS OF THE FINAL INSPECTION, SECURE FROM THE ARCHITECT, AT NO CHARGE TO THE 1. OPERATING AND MAINTENANCE INSTRUCTIONS 1. PROTECT FINISHED SURFACES, INCLUDING JAMBS AND SOFFITS OF OPENINGS LANDLORD AND ALL OTHER GOVERNMENT AGENCIES HAVING JURISDICTION. CONTRACTOR, CAD FILES ON DISK OF ALL DOCUMENTS INCLUDED IN TFIE 2. NAME OF CONTRACTOR USED AS PASSAGEWAYS, THROUGHOUT WHICH EQUIPMENT AND MATERIALS CONTRACT. 3. GENERAL SUBJECT OF THIS MANUAL ARE HANDLED. 3. CONDUCT DAILY INSPECTION, AND MORE OFTEN IF NECESSARY, TO VERIFY THAT III EXECUTION - 3. CONTENTS: 2. PROVIDE PROTECTION FOR FINISHED FLOOR SURFACES IN TRAFFIC AREAS PRIOR REQUIREMENTS OF CLEANLINESS ARE BEING MET. TO ALLOWING EQUIPMENT OR MATERIALS TO BE MOVED OVER SUCH SURFACES. 1. IMMEDIATELY UPON RECEIPT OF THE JOB SEI" DESCRIBED ABOVE, IDENTIFY 1. INCLUDE AT LEAST THE FOLLOWING: 4. SUBMIT MANUFACTURER'S WRITTEN INSTRUCTIONS OF THE PROPER CLEANING EACH OF THE DOCUMENTS WITH THE TITLE "RECORD DOCUMENTS - JOB SET". MATERIALS AND APPLICATIONS REQUIRED FOR THEIR PRODUCTS TO THE 1. IMMEDIATE INFORMATION AS TO THE LOCATION WITHIN THE MANUAL OF ALL 3. MAINTAIN FINISHED SURFACES CLEAN, UNMARRED, AND SUITABLY PROTECTED OWNER, PRIOR TO FINAL ACCEPTANCE. 2. DO NOT USE THE JOB SET FOR ANY PURPOSE EXCEPT ENTRY OF NEW DATA EMERGENCY DATA REGARDING THE INSTALLATION. UNTIL ACCEPTED BY OWNER. II MATERIALS - AND FOR REVIEW BY THE ARCHITECT, UNTIL START OF TRANSFER OF THE DATA 4. IN THE EVENT OF DAMAGE, PROMPTLY MAKE REPLACEMENTS AND REPAIRS TO TO FINAL RECORD CAD DOCUMENTS. 2. COMPLETE INSTRUCTIONS REGARDING OPERATION AND MAINTENANCE THE ACCEPTANCE OF THE ARCHITECT AND AT NO ADDITIONAL COST TO THE 1. PROVIDE ALL REQUIRED PERSONNEL, EQUIPMENT, AND MATERIALS TO MAINTAIN 3. MAINTAIN THE JOB SET AT THE SITE. OF ALL EQUIPMENT INVOLVED, INCLUDING LUBRICATION, OWNER. THE SPECIFIED STANDARD OF CLEANLINESS. DISASSEMBLY, AND RE -ASSEMBLY. S. ADDITIONAL TIME REQUIRED TO SECURE REPLACEMENTS AND TO MAKE REPAIRS 2. USE ONLY THE CLEANING MATERIALS AND EQUIPMENT WHICH ARE COMPATIBLE 4. IN MOST CASES ON THE DRAWINGS, ARRANGEMENT OF CONDUIT AND AND 3. COMPLETE NOMENCLATURE AND PART NUMBER OF ALL REPLACEABLE WILL NOT BE CONSIDERED BY THE ARCHITECT TO JUSTIFY AN EXTENSION IN WITH THE SURFACE BEING CLEANED, AS RECOMMENDED BY THE CIRCUITS, PIPING, DUCTS, AND OTHER SIMILAR ITEMS, IS SHOWN SCHEMATICALLY AND NOTEME INTENDED TO PMINED PRECISE PHYSICAL LAYOUT. PARTS, NAME AND ADDRESS OF NEAREST VENDOR, AND ALL OTHER THE CONTRACT TIME OF COMPLETION. MANUFACTURER OF THE SURFACE BEING CLEANED. FINAL PHYSICAL ARRANGEMENT IS AS DETERMINED BY THE CONTRACTOR N PERTINENT DATA REGARDING PROCUREMENT PROCEDURE. END OF SECTION 01600 SUBJECT TO THE ARCHITECT'S ACCEPTANCE. HOWEVER, DESIGN OF FUTURE III EXECUTION - MODIFICATIONS OF THE FACILITY MAY REQUIRE ACCURATE INFORMATION AS TO 2. COPY OF ALL GUARANTEES AND WARRANTIES. 01700 CONTRP_,ACI CLOSEOUT: 1. RETAIN ALL STORED ITEMS IN AN ORDERLY ARRANGEMENT ALLOWING MAXIMUM THE FINAL PHYSICAL ARRANGEMENT OF ITEMS WHICH ARE SHOWN ONLY SCHEMATICALLY ON THE DRAWINGS. ACCESS, NOT IMPEDING DRAINAGE OR TRAFFIC, AND PROVIDING THE REQUIRED 3. MANUFACTURER'S BULLETINS, CUTS, AND DESCRIPTIVE DATA, WHERE I WORK INCLUDED - PROTECTION OF MATERIALS. PERTINENT, CLEARLY INDICATING THE PRECISE ITEMS INCLUDED IN THIS 5. THE PURPOSE OF FINAL RECORD CAD DOCUMENTS IS TO PROVIDE FACTUAL INSTALLATION AND DELETING, OR OTHERWISE CLEARLY INDICATING, ALL 1. PROVIDE AN ORDERLY AND EFFICIENT TRANSFER OF THE COMPLETED WORK TO 2. DO NOT ALLOW THE ACCUMULATION OF SCRAP, DEBRIS, WASTE MATERIAL, INFORMATION REGARDING ALL ASPECTS OF THE WORK, BOTH CONCEALED AND MANUFACTURER' DATA WITH WHICH THIS INSTALLATION IS NOT CONTRACT DOCUMENT REQUIREMENTS T THE OWNER IN ACCORDANCE WITH THE CONT AND OTHER ITEMS NOT REQUIRED FOR CONSTRUCTION OF THIS WORK. VISIBLE, TO ENABLE FUTURE MODIFICATIONS OF DESIGN TO PROCEED WITHOUT CONCERNED. SUCH OTHER DATA AS REQUIRED IN PERTINENT OTHER INCLUDING BUT NOT NECESSARILY LIMITED THE GENERAL CONDITIONS, LENGTHY AND EXPENSIVE SITE MEASUREMENT, INVESTIGATION, AND SECTIONS OF THESE SPECIFICATIONS. SUPPLEMENTARY CONDITIONS AND DIVISION 1 OF THESE SPECIFICATIONS. EXAMINATION. 3. AT LEAST ONCE A WEEK, AND MORE OFTEN IF NECESSARY, COMPLETELY REMOVE ALL SCRAP, DEBRIS, AND WASTE MATERIAL FROM THE JOB SITE. 6. FOLLOWING RECEIPT OF THE CAD FILES ON DISK DESCRIBED ABOVE, AND PRIOR TO START OF TRANSFER OF RECORDED DATA THERETO, SECURE A REVIEW BY III EXECUTION - NOT USED 2. QUALITY ASSURANCE: THE ARCHITECT OF ALL RECORDED DATA. MAKE ALL REQUIRED REVISIONS. 1. PRIOR TO REQUESTING INSPECTION, USE ADEQUATE MEANS TO ASSURE THAT 4. PROVIDE ADEQUATE STORAGE FOR ALL ITEMS AWAITING REMOVAL FROM THE THE WORK IS COMPLETED IN ACCORDANCE WITH THE SPECIFIED REQUIREMENTS JOB SITE, OBSERVING ALL REQUIREMENTS FOR FIRE PROTECTION AND PROTECTION OF THE SITE AND THE OWNER'S PROPERTY. 7. CAREFULLY TRANSFER ALL CHANGE DATA SHOWN ON THE JOB SET OF RECORD END OF SECTION 01730 AND IS READY FOR REQUESTED INSPECTION. DRAWINGS TO THE CORRESPONDING CAD FILES ON DISK, COORDINATING THE CHANGES AS REQUIRED, AND CLEARLY INDICATING AT EACH AFFECTED DETAIL 2. PRIOR TO FINAL INSPECTION AND OCCUPANCY VERIFY THAT ALL 5. DAILY, AND MORE OFTEN IF NECESSARY, INSPECT THE SITE AND PICK UP ALL AND OTHER DRAWING THE FULL DESCRIPTION OF ALL CHANGES MADE DURING 01 740 WARRANTIES ANDSiUARANTEES: PENETRATIONS, INCLUDING EXISTING, THROUGH FIRE RATED SCRAP, DEBRIS, AND WASTE MATERIAL. REMOVE ALL SUCH ITEMS TO A PLACE CONSTRUCTION AND THE ACTUAL LOCATION OF ITEMS DESCRIBED ABOVE. FLOORS/WALLS ARE PROPERLY SEALED. DESIGNATED FOR THEIR STORAGE. MAINTAIN THE SITE IN A NEAT AND ORDERLY CALL ATTENTION TO EACH ENTRY BY DRAWING A "CLOUD" AROUND THE AREA I WORK INCLUDED - CONDITION AT ALL TIMES. OR AREAS AFFECTED. MAKE ALL ENTRIES TO THE CAD FILES ON DISK NEATLY 3. SUBSTANTIAL COMPLETION: AND CONSISTENTLY IN BOLD LINES AND TEXT. IDENTIFY EACH CAD DISK AND 1. THIS SECTION COVERS PREPARING AND SUBMITTING MANUFACTURER'S ALL OF THE DOCUMENTS WITHIN WITH THE TITLE "A5 -BUILT RECORD SET". WARRANTIES AND GUARANTEES REQUIRED IN ACCORDANCE WITH THE 1. WHEN THE CONTRACTOR CONSIDERS THE WORK, OR DESIGNATED PORTION 6. WEEKLY, AND MORE OFTEN IF NECESSARY, SWEEP ALL INTERIOR SPACES CONTRACT DOCUMENTS. THEREOF WHICH IS ACCEPTABLE TO THE OWNER IS SUBSTANTIALLY CLEAN. "CLEAN", FOR THE PURPOSE OF THIS SUB -PARAGRAPH, SHALL BE COMPLETE THE CONTRACTOR SHALL PREPARE FOR SUBMISSION TO THE INTERRUPTED AS MEANING FREE FROM DUST AND OTHER MATERIAL CAPABLE ARCHITECT A LIST OF ITEMS TO BE COMPLETED OR CORRECTED. OF BEING REMOVED BY USE OF REASONABLE EFFORT AND HANDHELD BROOM. 8. SUBMIT THE COMPLETED TOTAL SET OF RECORD DOCUMENT CAD FILES ON II MATERIALS - DISK, AND THREE (3) BOUND (STAPLED) SETS OF ASSOCIATED PRINT-OUTS, IN NUMERICAL ORDER, TO THE ARCHITECT AS DESCRIBED ABOVE. I. IN ACCORDANCE WITH SECTION 01300, SUBMITTALS AND SUBSTITUTIONS - 2. THE DATE OF SUBSTANTIAL COMPLETION OF THE THE WORK, OR 7. FOLLOWING THE INSTALLATION OF FINISH FLOOR MATERIALS, CLEAN THE DESIGNATED PORTION THEREOF, IS THE DATE CERTIFIED BY THE ARCHITECT FINISH FLOOR DAILY (AND MORE OFTEN IF NECESSARY) AT ALL TIMES WHILE WHEN CONSTRUCTION IS SUFFICIENTLY COMPLETE IN ACCORDANCE WITH WORK IS BEING PERFORMED IN THE SPACE IN WHICH FINISH MATERIALS HAVE 1. SUBMIT" BLANK WARRANTY AND GUARANTEE FORMS FOR ACCEPTANCE NOT THE CONTRACT DOCUMENTS SO THE OWNER CAN OCCUPY OR UTILIZE THE BEEN INSTALLED. "CLEAN", FOR THE PURPOSE OF THIS SUB -PARAGRAPH, SHALL LATER THAN 30 DAYS AND BEFORE THE ANTICIPATED FINAL ACCEPTANCE THE WORK, OR DESIGNATED PORTION THEREOF FOR THE USE WHICH IT IS BE INTERPRETED AS MEANING FREE FROM ALL FOREIGN MATERIAL WHICH, IN DATE. SUBMIT 4 COPIES OF EACH BLANK FORM, ONE COPY OF EACH FORM INTENDED. THE OPINION OF THE ARCHITECT, MAY BE INJURIOUS TO THE FINISH FLOOR WILL BE RETURNED FOR CORRECTION OR FOR USE. MATERIAL. END OF SECTION 01720 3. WITHIN A REASONABLE TIME AFTER RECEIPT OF THE LIST THE ARCHITECT 8. EXCEPT OTHERWISE SPECIFICALLY PROVIDED, CLEAN (FOR THE PURPOSE OF 2. SUBMIT" EXECUTED WARRANTY AND GUARANTEE FORMS FOR ACCEPTANCE WILL INSPECT TO DETERMINE THE STATUS OF COMPLETION. THIS ARTICLE) SHALL BE INTERPRETED AS MEANING THE LEVEL OF CLEANLINESS NOT LATER THAN 10 DAYS BEFORE THE ANTICIPATED FINAL ACCEPTANCE GENERALLY PROVIDED BY SKILLED CLEANERS USING COMMERCIAL QUALITY DATE. SUBMIT 4 COPIES OF EACH EXECUTED FORM, ONE COPY OF EACH FORM WILL BE RETURNED FOR CORRECTION OR FOR USE. 4. FINAL COMPLETION: BUILDING MAINTENANCE EQUIPMENT AND MATERIALS. 1. UPON RECEIPT OF WRITTEN NOTICE FROM THE CONTRACTOR THAT THE 9. PRIOR TO COMPLETION OF THE WORK, REMOVE FROM THE JOB SITE ALL TOOLS, 3. ACCOMPANY BLANK AND EXECUTED FORMS WITH TRANSMITTAL FORM WORK IS READY FOR FINAL INSPECTION AND ACCEPTANCE AND UPON SURPLUS MATERIALS, EQUIPMENT, SCRAP, DEBRIS AND WASTE. CONDUCT CONTAINING THE FOLLOWING INFORMATION - RECEIPT OF A FINAL APPLICATION FOR PAYMENT, THE ARCHITECT WILL PROMPTLY MAKE SUCH INSPECTION. FINAL PROGRESS CLEANING AS DESCRIBED IN ABOVE. 1. ITEMS COVERED BY THE WARRANTY OR GUARANTEE 2. DATE SUBMITTED TO ARCHITECT 3. PROJECT TITLE AND NUMBER 2. THE CONTRACTOR SHALL CERTIFY THAT: 10. VISUALLY INSPECT ALL SURFACES AND REMOVE ALL TRACES OF SOIL, WASTE 4. SUPPLIER'S, MANUFACTURER'S OR SUBCONTRACTOR'S NAMES AND MATERIAL, SMUDGES AND OTHER FOREIGN MATTER. REMOVE ALL TRACES OF ADDRESSES 1. CONTRACT DOCUMENTS HAVE BEEN REVIEWED. SPLASHED MATERIALS FROM ADJACENT SURFACES. REMOVE ALL PAINT 2. WORK HAS BEEN INSPECTED FOR COMPLIANCE WITH THE DROPPINGS, SPOTS, STAINS, AND DIRT FROM FINISHED SURFACES. USE ONLY CONTRACT DOCUMENTS. SPECIFIED MATERIALS AND EQUIPMENT. III EXECUTION - NOT USED 3. WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. 4. EQUIPMENT AND SYSTEMS HAVE BEEN TESTED AS REQUIRED, AND ARE 1 1. CLEAN ALL GLASS, RUTH SIDES, INCLUDING EXISTING GLASS TO REMAIN. OPERATIONAL. REMOVE ALL LABELS. END OF SECTION 01740 5. WORK IS COMPLETED AND READY FOR FINAL INSPECTION. 12. TO ALL SURFACES REQUIRING THE ROUTINE APPLICATION OF BUFFED POLISH, 3. THE ARCHITECT WILL MAKE AN INSPECTION TO VERIFY STATUS OF APPLY THE POLISH RECOMMENDED BY THE MANUFACTURER OF THE MATERIAL COMPLETION. BEING POLISHED. 4. WHEN THE ARCHITECT DETERMINES THAT THE WORK IS ACCEPTABLE 13. SCHEDULE FINAL CLEANING, TO BE DONE BY A PROFESSIONAL CLEANING UNDER THE CONTRACT DOCUMENTS, THE ARCHITECT WILL REQUEST THAT COMPANY, AS ACCEPTED BY THE ARCHITECT, TO ENABLE THE OWNER TO THE CONTRACTOR TO MAKE CLOSEOUT SUBMITTALS. ACCEPT A COMPLETELY PROFESSIONALLY CLEANED PROJECT END OF SECTION 01710 THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 l FA_ � `o ll, RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA GATE 7 - 12 WAITING EXI5TING KEYPAD TO BE `. RELOGATED (f RIoR To ERECTION OF DARRICADE) DY LANDLORD'5 APPROVED VENDOK AT TENANT'S EXPEN5E \ EX15T1NG GARRET TO REMAIN EX15 TING CARPE"r "r0 DE REMOVED , , LANPLORY5 FLOORING TO REMAIN- COVER A5 REQUIRED 1-0 PROTECT DURING CON5T KUCTION 9 AIRPORT CONCOURSE UL RATED FLOOR FIR TOP Ir Iiatlrt"t r 2,( .'PAIgO4,11 iti°E��lit: - remit^w A. (2 '!r74+".. g rt A l,�n 5' , ,!'�y�; �- a `.�u• , a ....j r 'u "o .� p �yy auN W ry u" .WWY .Lu4• LIW JIu6' .xn. �!*d^ V d��'b .,>-^ r r-1 w-+ rr-'• r -r1 r 1-rrA1—" M-�',-n !�" ,� �, r a i . S. CT.IO A. -A. 1. Floor rar"I, allrkya�iralri.x ��CusA��$�?:Ixr.11iir�,r_srtlJssan}14k1i14.�; r�,lr�+nf{unL�}"ti TMn�,l�1,a(3dlMx�C�tij:lr:�l r!fiiP�a'iia.'r�"�f�aila,' a}�fa -.!1! !'i1r'h-rel l ui'.I?Ii..,0ifl.Elrl�('raratrs.lc.'.E�C�alk'.� ?I}�. �}s,!{a''ic,1±��1(r sit{ILra,'�e:, ifl,IuP�.�.:a �'f r! as E� � rlLrl�wdir�,' iralfta�'1 rt E� � ,ta_9.ld_a< Lila_*>ri!Ma� (gar r� ilp:,s� � t tbr>�iCi11`elr ;�. 16. �. lir�ea4�"1�rtlrai!�f�{:—EII�^Laa}rosy a.r�;�lr+A*'r��siia�'p'�a'.u.,�. A ImdaIl'.il kek bq��r'a's 6r !21" .ILss�.l �a�r :,l�llr�C�l �,���lrlli�xi� f L t' ks, "14's�J �1�_"�. `{aa � ' I ' -" i�};I� 8 rg�r-nfar+priiuWN.>ylE,s:•:�liu�rw}I;utii'gl,: !L';r�I~e ,. It�1 l�:sl1� t!r 5^alt rltrt"+ _:� "d" l,t ill .,_ . ..... - ..., - 1J. ","ualraitla�IL� •fib i=,'-' �altl sls.s iislaItsr a!i2tE +r v!r11 i� }pl�r '� r,r}aI r!Cls YarP 'irt{. '�Ojior sts{,�d}ntrs11wit lid 9} a''eijil' y 11u ,31 y.iW1 ti(?a rtr n:"!lI ;ji-it 1e 'J 1�a4ii1g Ef `� 1.I r ti9"Jitla Ea'r'{' r9r "~� N ii id�l'. 'l:' 1 lnL;1` is 3 I'le whim, no 0Gifw k'ii w:l wY. F riL �^! $'y it P31i—`�Ilf+ x y n " x.:... � ...:.-- _^I:.lt"JIILi'L[fE'h�i:1.i+iC44ll�ll�!.iifll�'i'idlt�ClC't}��`;(T'di-�t}:IE11691L'�yY°Rlli�T-�,j�S;3 I`kar[ai.ilN &Ihi {!i.. k'? {tr�l f:1t�lltr'+'7d M.ir3u'd.n?a�C'41r'�rlSr�$!di"! Q2? �;"''"•7! ]I k, aP ' {1' E's¢Ll ?'il, , t' Ia4Ll ki{1 to i`!M5V_r EWIL EUp a{ ^', r �W.__��. are I'".iY_ __ w i dE i x ,_,,. w ,Jr.-- ,ru v ", ' . • ,' I!., rI l v!;ai} Fie f, ilf"Yt'�`IAILZkw— Sulam —M j"xi I'A iii, 1!1';».,'ul woL.s=U_zs"i' iaJlsstMira:�uu�lii ,!1�!1.�rti;'1!9'i t}i!. tj;yi 3il1NIE4N'k'—l"11m111l.Oi N' (hoof'&"i rfwlli; or' fil trial,st., Lkr-j }a!u I2"ia I1IL d l .e%ti'lr !st->ast i li:r1': 1. G.C. SHALL DEMO AND REMOVE ALL EX15-FING CONSTRUCTION REQUIRED FOL, NEW WORK. CARE 5HALL 3F_ TAKEN 50 A5 TO PROTECT ANY ITEM5 3F_ING REU5E1). REMOVE ALL ITEMS NOT BEING REUSED (CONDUIT, ETC.) --DO NOTjus'L ABANDON. ALL ELECTRICAL CONDUIT TO BE REMOVED DACK TO PANEL 13OXE5. ALL DEMOLITION AND KEMOVAL SHALL COMPLY WITH LANDLORD'S & TENANT'S REQUIKEMENT5. 2. G.G. 15 KE51"ON515LE TO VISIT SITE TO ASCERTAIN FIJLL EXTENT OF DEMOLITION, NOTIFY THE ARCHITECT IMMEDIATELY OF ANY INCONSISTENCIES OR 1)15CKEPANCIES WITH PLANS IN KELATION TO EXISTING FIELD CONDITIONS. 5. G.C. SHALL ERECTA CON5TRIJG•TION SAKRICADE OK PROVIDE DUST 5AKKIEK AS REQUIRED BY LANDLORD. 4. PROTECT EX15TING 5TRUCTURAL 5TEEL & FIRE -PROOFING FROM DAMAGE. THE GC 5HALL MAINTAIN ALL EXITING UL RATED FIRE5TOP5 AT EXI5TING PENETRATIONS DURING DEMO AND CONSTRUCTION 5, G.C. TO COVER LANDLORD'5 OF TENANT'S EXISTING HVAC RETURN AIR GRILLES PRIOR TO INTRODUCTION OF ANY CONSTRUCTION DUST INTO SPACE. 6. G.C. TO MAINTAIN FIRE-RATING5 OF PARTITIONS, COLUMNS, FLOOR AND CEILING A55EM13LIE5 DURING DEMOLITION" 7, SAVE AND PROTECT UTILITIE5 WHEN THEY SERVE THE BASE DUILDING OR OTHER TENANTS. FROTECT ALL EXISTING 5TKUCURE TO KEMAIN, DO NOT CUT, DAMAGE OF. COMPROMISE THE EXISTING STRUCTURE IN ANY WA(. LANDLORD yTILITYIN E ~UPTION5 MUST DE SCHEDULED THROUGH THE LANDLORD'5 REPRESENTATIVE AND WILL DE CONDUCTED DURING TIMES CONVENIENT TO THE LANDLOKD AND SURROUNDING TENAN-r'S. TENANT'S CONSTRUCTION co >. NOK TENANT S .,ONSTKU TI N IF ANY AREAS OF LANDLURD 5 CONSTRUCTION TO REMAIN (CAKPET, COLUMNS, CEILING, SOFFITS, ETC.) 15 DAMAGED, THE G.C. SHALL 5E RE512ON515LE FOR KEPAIKING/REPLACING DAMAGED AKEA TO MATCH EXISTING. .9. G.C. TO VERIFY SALVAGE REQUIREMENTS WITH LANDLORD AND TENANT PKIOR TO STARTING WORK. THE G.C. SHALL INQUIRE AS TO THE STA -TUB OF ANY ITEM FOIJND IN THE SPACE WHICH 15 NOT EXPKES5LY CALLED OUT ON THE CON51-RUCTION DOCUMENTS, 10, G.C. SHALL DE KE5PON51DLE FOR RE -LOCATING AND STORING ALL ITEMS CALLED FOR TO DE KE -USED. THE G.C. SHALL, AT H15 COST, REPLACE ANY ITEMS LOST, DAMAGED, OR STOLEN WHILE IN H15 CARE. AIRPORT BOARDING RAMP P.-- PROVIDE V15QUEEN 1)U5T DAKKIEK 5/8" GYP. 6D. PAINTED NJHITE' OR A5 OTf IERIWSE BRACING - DO NOT ATTACH REQUIRED DY LANDLORD DRACE5 TO LANDLORD'S FINISHED MATERIALS (TILE, CEILING, WALL5) \\ +NN cora, PLYWOOD UNDER METAL 5TUP 255/6' METAL 5TUD5--- FKAMING 016" O.C. 50UNP DCOUNTER WEIGHTAT1 INSULATION A5 REQUIRED TO 5EGUKE \ 7 13ARKICADE I 4" NIGH '6LACK' VINYL 13A5E OR A5 OTrIEKWI5E REQUIRED 6Y LANDLORD DETAIL TEMPORARY CONSTRUCTION BARRICADE 1" = 1'-0'! COORDINATE REMOVAL OF EXISTING • , LIGHTDOXE5/510-NAGE WITH--------------------------------------------------------------------------------------------------------------------------------------------__--------------------------------------------. LANDLORD I I NOTE: REPAIR ANY EXISTING FLOOR PENETRATION TO MATCH EXI5TING FIRE RATING SEE DETAIL TH15 5HEET , REMOVE ALL EX15T ING FLOORING A THROUGHOUT 5PACE �" ,' -- `♦ ♦` NOTE: MAINTAIN EXISTING 5PKINKLEK5 UNI.11L NEW KEPEOIGNED 51"KINKLER GRID 15 APPKOVED AND INSTALLED REMOVE ALL EXISTING WALL5 & 1 II FIXTUKING NOT DEING KEU5ED !, 1 IN NEW CONSTRUCTION (5HOWN DASHED) ----- ♦ ♦ , `� , 11 r'-------1 L----------------------------♦ EXISTING AIRPORT DLAPE SIGN TO BE REMOVED AND RE415TALLE D AT OP12051TE 51DE ON CONCOUK5E - G,C, TO COORDINATE EXACT LOCATION AND MOUNTING WITH LANDLORD MF _TA_U NA Architecture & Desi -n P.C. ' 1665 Highway 588 ;° - , _:-„'I&'�!r,lpi i�' Via, ,i .' f F:.l, f., f f r . • f .l : • f• f• Ellisville, MS 39437' • � ��zl ' e� � t ��'_ - I��� I �r.� �,��' � : GIA TEL 601.914.6909 Ji)'I,I FAX 601.763.4886�I' — — a&q,,, = IME �— — — lip i � I �� �if� n,i111�u11141i „i '� 4 'r I��.g�r"• 1� r�t;,'� !WUIW x: Ky�,�'li �.,�1(ld��• f' f www"META_ JNAar_hit _ts,_om ..f....f.. email: metaluna mindsprin _Om f•... •f..f.f•ff'f'f f THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 EXI5TING COLUMN TO KEMAIN-PATCH AND REPAIR GYP DOAKD A5 KEQUIKED TO MAINTAIN FIRE RATING (TYP) NO. DATE REVISION LANDLORV5 FLOORING TO KEMAIN- COVER A5 KEQUIRE D TO PKOTECT PUKING CON5TRUCTION AIRPORT CONCOURSE `11 � I I ♦♦ 11 I I •1 11 1` 1 11 1 11 1 1 11 1 1 11114' `!IM` i TEMPORARY CONSTKUCTION DAKRICADE 5EE DETAIL TH15 5 H E E•T CENTERLINE OF LANPLORV5 EXI5TING OVERHEAD GRILLE - G.C, TO COORDINATE LOCATION OF DAKKICADE WITH LANDLORP TO ALLOW OPEKATION OF GKILLE DEMOLITION PLAN 1/411 = 1'-0" Hudson News - Hudson Booksellers GALLERIE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA r I � I I � I I � I U I I I ------------ I d) I I � I I I GATE 6 WAITING g...Olr NOTE: AFTER DEMOLITION, GC AND MILLWORK CONTRACTOR 5HALL MEA5URE AND VERIFY SPACE DIMEN51ON5 AND LOCATION AND 51ZE EXI5TING NICHE5 FOR MILLWORK CLEARANCE REQUIKEMENT5 PRIOR TO CON5TRUCTION DRAWN DATE 11-'19-08 CHECKED JOB NUMBER 0515 DEMOLITION PLAN D-1.0 •r • .r . r r r r'. -.r-. M ETAL UNA r ,.. I Design P.C. Architecture 1665 Highway 588 Ellisville, MS 39437hIhYN�u� r TEL 601.91 }.6909 ry FAX 601.763,4886' ' `� a, s C � � 1 .��. lUl nrJIM lm .'xc tri •- r r'� '.r% al r m r' r fr.. ,f. www.M ET LJNAarchite_tC.co email: etal_ r d ml nds rrir.c om THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 NO. DATE REVISION GALLE-RUE .Zp I 0 9 J '4/'GJ CHECKED JOB NUMBER 0815 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN DEMOLITION RCP TEMP. STORE PLAN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT S FORD, FLORIDA SANFORD, M F _TALU NA Architecture & Design PC. 1665 Highway 588 Ellisville, MS 39437 TEL 601,914.6909 FAX 601.763.4886 www.M ETALU N, email metalunaCq AIRPORT APPROVED AIRPORT FA CONTRACTOR _ SHALL PROVIDE THE REQUIRED FA DEVICES AND CONNECT TO THE NEAREST AVAILABLE AIRPORT FA CIRCUIT AS REQUIRED AT TENANT'S EXPENSE. --�"f-��. .--�"F-�-. .--•�f-�"r--•"F��-. ',�"f.�"-:••f.•r .. .. ..--•"f.��f••"! rr r f "r iPs� µ4 q=���"�"- III ` ° �",n �'�.':. ` -.` •. `` �. - ' r F f f F ". r .' f Fh r F f r _ _ _ r. !. • . - •. F. F.�' . .. .. ', F. r .. ._ r.. !.�• r . f .•r . THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. oc COPYRIGHT 2008 CODE ANALYSIS: OCCUPANCY GKOUf : M 5FRINKLED: YE5 STORE AREA: TOTAL OCCUFANT LOAD: 3112 5.F. _ 50 S.F. FER OCCUPANT = 63 OCCUPANC5 EGRE55 REQUIRED: 25 OCCUPANTS X.15" FEK OCCUFANT = 36" REQUIRED) OCCUFANT LOAD > 50 = (2) EXIT REQUIRED EGRE55 FROVIDED: (2) 5TOREFRONT EXIT = 22'-4" WIDE AND 40'-0" WIDE TRAVEL DISTANCE FROVIDED: PROVIDE FIRE EXTINGUISHER(S) HAVING A MINIMUM RATING OF 2 -A.10 -B.0 FOR EVERY 2,500 SF OF FLOOR AREA. TRAVEL DISTANCE TO ANY EXTINGUISHER SHALL NOT EXCEED 75'. LOCATE EXTINGUISHER BETWEEN 4" AFF AND 60" AFF. EXTINGUISHERS REQUIRED 7 1 10, �11 kf4mlaAl k.� TERMINAL B- DOMESTIC - LEVEL 2 1 r L 1 pm I �1 0 �KAAJWILN UN RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANEORD INTERNATIONAL AIRPORT SANFORD, FLORIDA GATE 7 - 12 WAITING EXI5TING KEYPAD TO BE RELOCATED (PRIOR TO ERECTION OF BARRICADE)01� BY LANDLORV5 APPROVEDIU'���. }.. VENDOR AT T ENANTS udlll ,�,� EXPEN5E u11pdU11i11 1 ,' , NEW PAR _ITON T-0 BE gj111Vlill ��t`\ ` ,'� FLU5H WITH EXl5TING ulliiiillllllu,�% ,; ,' 03 ,<�, � N COLUMN ENCLOSURE/ IIIIIIIIVII',� PARTITIONullllul',,'' 03 J r pIUVIur<< 03 v� IuIGIIIIVEd,ItlIIP;�,' 0,IN 03 � `, F ,\ O 111 IIIIIVIiIIIN�'�, /r, 03 lilldillp'I9,' 03 ,`` \ COVER TENANT 5IDE OF EXI5TING " Vn s; ♦ 03 ` �,LA55 WALL 5Y5T EM WITH I , `;�.' \ REMOVABLE FILM: 'BLOCKOUT FILM' �`, \ #3635-20b; A5 MFD. BY "3M". 03 IN/fes 03 ® PHONE: (800) 374-6772 NNA 03 , 03 \ 03 IN \ LIGHT FIXTURE '06' \ MOUNTED IN MILLWORK 03NN \ (T(P)IN 03IN I DUPLEX MOUNTED IN �:, \ MILLWORK -a104" AFF (-TYP, UNLE55 OTHERWISE ' \ NOTED) 03 <t, e IN, • , - - ® `,` ♦ I I �I I,y I C: 1 \ Z"e, AIRPORT CONCOURSE - NOTE: ENSURE ALL CONCEALED WOOD AND BLOCKING TO BE FIRE_ RATED TREATED WOOD NOTE: ALL FINISHES INCLUDING MILLWORK SHALL BE CLASS A MATERIALS. ..r-.r-.r..r. 7 -.,�. ..f.. MF I _TA_U NA Architecture & Desion P.C. r 1665 Highway 588': %Ellisville, MS 39437 �I r aiN�, TEL 601.91'1-.6909 FAX 601.763.,1886Awo_ r r `' �I��I�i➢� ,111 �NI, y, WWI) ••`''': n� .J. %,�rrrplD,INNNfipllllI r'.. www.MFTALUNAarchitects.com �. % -fr-. -.fr-.f-.fr- r ernail: rn_talanadmfds]Tinv.com--_ .. .. .. .- r.- r.. r.. r.. r.. r.. r.. r.. r.. r.. r.. r..,,f ...11 'r ..,r.. N ® 03 1, i < ` ' , ' 10 /03 0 �; ♦ ti♦ � , •t ,Wi EQUIPMENT NOTES FOR ALL EQUIPMENT TO BE 5ELECTED BY TENANT AND INSTALLED BY G.C.. AN EQUIPMENT ALLOWANCE WILL BE ADDED TO ALL BIDS. THE TENANT WILL SELECT AND ORDER EQUIPMENT AND 5END THE PURCHA5E ORDER TO THE GC. FOR IMMEDIATE THE G.C. 5HALL RECEIVE, UNLOAD, AND UNCRATE PRODUCT5, IH5PECT- FOR COMPLETENE55 OR DAMAGE, HANDLE AND STOKE PRODUCTS. ANY ITEMS DAMAGED AFTER RECEIPT 5HALL BE REPAIRED OR REPLACED by THE G.C. THE G.C. 51-IALL INSTALL AND FIN15H ITEM5 PER MANUFACTURER'5 AND TENANT RE12RE5ENTATIVE'5 IN5TRUCTION5. 2, THE G.G. 5HALL RECEIVE, UNLOAD, UNCRATE PRODUCTS, HANDLE, AND STORE ITEM5 THAT ARE FURNI5HED BY TENANT AND IN5TALLED DY TENANT. COORDINATE WITH TENANT KEPRE5EN-TATIVE. 3 THE G.C. 5HALL VERIFY ALL POWER, WATER, AND DRAINAGE REQUIKEMENT5 WITH THE MANUFAC'TURER'S SPECIFICATION5/IN5TRUCTION5 FOR THE EQUIPMENT TO DE IN5TALLED PRIOR TO 5TART OF CONSTRUCTION. THE G.C. 51-1ALL COORDINATE THE EXACT LOCATION AND 51ZE OF EACH PIECE OF EQUIPMENT AND THE REQUIRED IN5TALLATION CONNECTION5 WITH "THE TENANT REPRE5EN-rATIVE PRIOR TO INSTALLATION. 72' -21/8" PARTITION LEGEND CONSTRUCTION NOTES 1. ALL DIMEN51ON5 ARE TO FACE OF FINI5HED MATERIAL (GYP. 13D., 10. SAVE AND PROTECT• UTILITIES WHEN THEY 5EKVE THE BA5E NEW PARTITION - WALL TYPE 1: 5/8" GYP. BD. ON PUBLIC 5IDE OF 3 5/8" METAL 5TUD5 016" O.C., UNLE55 OTHERWISE 5HOWN ON [)WO -5. FINI5HED FACE OF NEW PARTITION TO 5E FLU5H WITH ADJACENT EXI5TING PARTITTON5 WHERE 5HOWN. EXTEND GYP. BD. 6' ADOVE LAY -IN CEILING IN5011 OF SPACE AND TO DECK ON AIRPORT 5IDE TO MATCH EXI5TING. PROVIDE FIN15HE5 A5 DETAILED. I-ILE, ETC.) UNLE55 OTHEKWI5E NOTED. BUILDING OR OTHER TENAHT5. PROTECT ALL EXI5TING STRUCTURE 01 PERORATED PANELS PROVIDE OPTIONAL ONE -5 TEP TOP & BOTTOM LOCKING 5Y5TEM ON EACH END WITH 1)U5TPROOF AND FIREPROOFING TO REMAIN. DO NOT CUT, DAMAGE, OR 2. PARTITION5 5HOWN 51HADED INDICATE NEW PAKTITION5 OR COMPROMI5E Tf IE EX15TING 5TRUCTURE IN ANY WAY. LANDLORD G.C. CON5TKUCTION. UN5HADED PARTITIOH5 INDICATE EXI5TIHG UTILITY INTERRUPTIONS MUST BE 5CHEDULED THROUGH THE 'TRUE' GDM -45 TYPICAL OF 2 PARTITION5/COLUMN5 TO REMAIN, BRACE PARTITIOH5 TO EXISTING LANDLORD'S REPRE5ENTATIVE AND WILL BE CONDUCTED DURING -TENANT 5TRUGTUKE ADOVE. TIMES CONVENIENT TO THE L-ANPLORD AND 5URROUNDING PAIR 3'- 0 � x 6-- 8 5.C. WOOD DOOR OR HOLLOW METAL & METAL FRAME. PROVIDE CLOSER MOUNTED ON TENANT'S 5IDE OF DOOR, TENANT°5. 3. ALL METAL 5-rUD5 TO BE 3 5/8", 20 GA. 0 16" O.C., UNLE55 G.C. O OTHERWISE NOTED. ALL GYP. 51). TO BE 5/8" "TYPE 'X', UNLE55 IF ANY AREA5 OF LANDLORD'5 CON5TRUCTION (CARPET, VERIFY OTHERWISE NOTED. 11, COLUMNS, CEILING, TILE, ETC.) 15 DAMAGED, •I1 -IE G.C, 5HALL BE G.C. FRAME TO MATCH ADJACENT BARRICADE. RE5PON51B1.E FOR REPAIRING/REPLACING DAMAGED AREA TO /1-. ALL WOOD FURRING/BLOCKING TO BE FIRE-KETARDENT-TREATED MATCH EXI5TING. WOOD. G.C.TO COVER/REMOVE LANDLORDS OR TENANT'S EXI5TiNG HVAC 5. G.C. TO COORDINATE ANY ALARMING REQUIKEMEHT5 WITH THE RETURN AIR GRILLE5 PRIOR TO INTRODUCTION OF ANY TENANT REPRESENTATIVE AND LANDLORD. 12. CONS TRUCTION DU5T INTO 5PACE. 6, ANY PENETRATION5 -THRU FIRE -RATED WALL5, FLOOR5, AND LANDLORD REO UIKEMENT5 FORTHE HE BARRICADE CON5TKUCTION, CEILING5 5HALL 13E 5LEEVED AND 5EALED WITH APPROVED INCLUDING ACCE55 DOOR AND KEYING, 5HALL SUPERSEDE NOTES FIRE -RATED 5EALANT. G.C. TO COORDINATE PENETRATION5 WITH AND DETAIL5 SHOWN IN THE CONSTRUCTION DOCUMENT5, LANDLORD. 13. THE BARRICADE LOCATION 5HALL NOT IMPEDE LIFE 5AFETY OF 7. ANY SLAD PENETKAT-ION5 TO BE MADE MUST BE X-RAYED AND THE AKEA5 DEING U5ED BY THE PUBLIC. THE BARRICADE 51-IALL NOT LOCATION APPROVED BY THE LANDLORD PRIOR TO CURING OF 5LAB, INTERFERE WITH THE V1515ILTY OF EXIT 51GN5, THE G.C. 51-IALL ALL CORE DRILLING 51IALL FOLLOW LANDLORD'S KEQUIKEMENT5. PROVIDE TEMPORARY EXITING 51GNAGE TO DIRECT PUDLIC 14. AROUND BARRICADE IF NEEDED, COORDINATE WORK WITH G.G. TO MAINTAIN FIRE-RATING5 OF PARTITIONS, COLUMNS, FLOOR LANDLORD AND LOCAL FIRE MAR5HAL/BUILDING PEFAKTMENT 8. AND CEILING A55EMbLIE5 DURING CON5TRUCTION. OFFICIAL, G.C. 5HALL ERECT A CON5TRUCTION BARRICADE A5 REQUIRED BY THE LANDLORD. THE BARRICADE 5HALL BE TYPE AND LOCATION A5 9. 5HOWN ON CON5TRUCTION PLAN UNLE55 OTHERWI5E REQUIRED 13Y THE LANDLORD. EQUIPMENT NOTES FOR ALL EQUIPMENT TO BE 5ELECTED BY TENANT AND INSTALLED BY G.C.. AN EQUIPMENT ALLOWANCE WILL BE ADDED TO ALL BIDS. THE TENANT WILL SELECT AND ORDER EQUIPMENT AND 5END THE PURCHA5E ORDER TO THE GC. FOR IMMEDIATE THE G.C. 5HALL RECEIVE, UNLOAD, AND UNCRATE PRODUCT5, IH5PECT- FOR COMPLETENE55 OR DAMAGE, HANDLE AND STOKE PRODUCTS. ANY ITEMS DAMAGED AFTER RECEIPT 5HALL BE REPAIRED OR REPLACED by THE G.C. THE G.C. 51-IALL INSTALL AND FIN15H ITEM5 PER MANUFACTURER'5 AND TENANT RE12RE5ENTATIVE'5 IN5TRUCTION5. 2, THE G.G. 5HALL RECEIVE, UNLOAD, UNCRATE PRODUCTS, HANDLE, AND STORE ITEM5 THAT ARE FURNI5HED BY TENANT AND IN5TALLED DY TENANT. COORDINATE WITH TENANT KEPRE5EN-TATIVE. 3 THE G.C. 5HALL VERIFY ALL POWER, WATER, AND DRAINAGE REQUIKEMENT5 WITH THE MANUFAC'TURER'S SPECIFICATION5/IN5TRUCTION5 FOR THE EQUIPMENT TO DE IN5TALLED PRIOR TO 5TART OF CONSTRUCTION. THE G.C. 51-1ALL COORDINATE THE EXACT LOCATION AND 51ZE OF EACH PIECE OF EQUIPMENT AND THE REQUIRED IN5TALLATION CONNECTION5 WITH "THE TENANT REPRE5EN-rATIVE PRIOR TO INSTALLATION. 72' -21/8" PARTITION LEGEND MARK EXISTING PARTITION TO REMAIN. G.0 TO PREPARE EXISTING WALL 5URFACE5 FOR NEW FIN15HE5 WHERE REQUIRED. HAKDWARE/KEMAI?K5 SIZE NEW PARTITION - WALL TYPE 1: 5/8" GYP. BD. ON PUBLIC 5IDE OF 3 5/8" METAL 5TUD5 016" O.C., UNLE55 OTHERWISE 5HOWN ON [)WO -5. FINI5HED FACE OF NEW PARTITION TO 5E FLU5H WITH ADJACENT EXI5TING PARTITTON5 WHERE 5HOWN. EXTEND GYP. BD. 6' ADOVE LAY -IN CEILING IN5011 OF SPACE AND TO DECK ON AIRPORT 5IDE TO MATCH EXI5TING. PROVIDE FIN15HE5 A5 DETAILED. u lul I NEW PARTITION - WALL TYPE 2:50' GYP, BD. ON 3 5/8" METAL 5TU1)5 0 16" O.C., UNLE55 OTHEKWI5E SHOWN ON DWG5, FINI5HED FACE OF NEW PARTITION TO DE FLU5H WITH ADJACENT EX15TING PARTITIONS WHERE 5HOWN. EXTEND GYP. 13P.6" ADOVE LAY. -IN CEILING IN51DE OF SPACE AND TO DECK ON AIRPORT 5IDE TO MATCH EXISTING. PROVIDE FIN15H MATEKIA1_5 A5 DETAILED. 01 PERORATED PANELS PROVIDE OPTIONAL ONE -5 TEP TOP & BOTTOM LOCKING 5Y5TEM ON EACH END WITH 1)U5TPROOF NEW MILLWORK FIXTUKE5, 5EE MILLWORK PLAN SHEET F-1.0 - - VERIFY TEMPORARY CON5TKUCTION BARRICADE. 5EE DETAIL ON SHEET D-1.0 DOOR SCHEDULE MARK SIZE HAKDWARE/KEMAI?K5 SIZE A5 5HOWN 5IDE FOLDING GRILLE A5 MANE BY "DYNAFLAIR" (8OO)840-3962 OR EQUAL- "ELEGANCE -PP" ANOD. ALUM. WITH O 01 PERORATED PANELS PROVIDE OPTIONAL ONE -5 TEP TOP & BOTTOM LOCKING 5Y5TEM ON EACH END WITH 1)U5TPROOF VERIFY - - VERIFY 5TRIKE IN FLOOR A5 REQ'D. PROVIDE OUTSIDE CYLINDER LOCK AND INSIDE QUICK KELEA5E 90° (Iv1AX.) THUM6 -TURN FOR TENANT G.C. EMERGENCY EXIT. INSTALLATION 5HALL BE BY GRILLE MANUFACTURER'S AUTHORIZED P15 TRr3UTOR OR DOOR REFRIGERATED CA5E 'TRUE' GDM -45 TYPICAL OF 2 REPRESENTATIVE. G.C. 5HALL IN5TALL REQUIRED BLOCKING, GC 5HALL COORDINATE EXACT LOCATION AND 51ZE5 OF PI5/60/1 10.2A, NEMA PLUG 5-15P -TENANT ALL REQUIRED CUTOUTS, 5PACE REQUIREMENTS, AND DIMEN51ON5 FOR SUPPORT WITH OTHER FIN15H WORK, QIT2"FLAT5GREEN PAIR 3'- 0 � x 6-- 8 5.C. WOOD DOOR OR HOLLOW METAL & METAL FRAME. PROVIDE CLOSER MOUNTED ON TENANT'S 5IDE OF DOOR, 2 O (5EE SHCET D-1.0) LOCK5ET TO BE 'ENTRANCE/OFFICE' F81 WITH HANDICAPPED-ACCE5515LE LEVER, TYPE & FIN15H TO MATCH LANDLORD G.C. O STANDARD NO HA5P5 OR PADLOCK5 PERMITTED. COORDINATE KEYING OF LOCKS WITH TENANT REPRE5ENTATIVE AND VERIFY VERIFY LANDLORD, ALL DOOR COMPONENT5 TO CONFORM TO LANDLORV5 5TANDARD5. PAINT LANDLORD'S 5I1)E OF DOOR & TENANT G.C. FRAME TO MATCH ADJACENT BARRICADE. EQUIPMENT SCHEDULE NO. ITEM MODEJMANUFACTURER SIZE ELECTRICAL FURNISHED BY INSTALLED BY 01 GA51 I REGISTER VERIFY - - VERIFY VERIFY TENANT G.C. OGLA55 DOOR REFRIGERATED CA5E 'TRUE' GDM -45 TYPICAL OF 2 611/2"W x 29 5/8"D x 78 5/8"FI PI5/60/1 10.2A, NEMA PLUG 5-15P -TENANT G.C. QIT2"FLAT5GREEN D15PLAY VERIFY VERIFY VERIFY TENANT G.C. O DIGITAL PREOCE550R VERIFY VERIFY VERIFY TENANT G.C. FIELD VERIFY 6 F1.1 AIRPORT BOARDING RAMP �������.� rr..�.--1 r,®. -- -1 f ------ -- - I�F�, I I `•-------, � I, --------,-� ----- - � I ------ -11---'------ j f -- 1 r------- � i 1--------- i 1-------- i i i ------- i i j ------- � -i i------- � i t----- -� I I� I � I I � I � I�� �J 11 I I I I I I I I �---- 1j I I I tt --('---- II 11� II 1j I I I ----- -IL- ----------- --------- - - - ___- __-__�'.l.______� __� �____� ____1L_________1�'1_______-fJ______-___ItS.__________�'tL T HOKIZ, I dl i I HORIZ, IN 13A5E iP� I IN BA5E 1 1 F1.1 I A A2.0 A2.0 I i F, i i I A2.0 h 1.1 A2 0 I 2,� I I 1 - ----- +, G „'S DUPLEX FOR COOLER % -" '', + X. \ ,` IN `♦ `, ♦ .;' � IV ELECTRIC PANEL, + TELEPHONE BOARD, �+ & CONTACTOR 5WITCH + 3 MTD. IN PARTITION -fir'( `- �+�,� F1.1 D A2,0 I + I j " II �6 I-IIGI-I x rf �6 (MIN.) WIDE .r I HANDICAPPED -ACCESSIBLE +" ® � 1 i I +, COUNTERTOP TYP, 5HADED 1 G F1.1 _My= I �,, ®•''� p2 �� ;, 1 FIELD VERIFY DUPLEX FOR COOLER '`\` '�! MTD. ON MILLWORK IN BASE L r1 -------- v I ------ I I IIT'------- FIJ ----------------------- IN BASE A3.1 , ' h \ �n VIF •\ \ tip, , ♦ N� �.m ® ♦ Nl�yll. o o , `J� THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 NO. DATE REVISION VIF coo AIRPORT CONCOURSE CONSTRUCTION PLAN 1/411 = 11-011 �Iudson News -Hudson booksellers Lffil RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA GATE 6 n WAITING Vit- w LL T A2,2 NOTE: AFTER DEMOLITION, GC AND MILLWORK CONTRACTOR 5HALL MEA5URE ANP VERIFY 5PACE DIMEN51ON5 AND LOCATION AND 51ZE EXISTING NIGHE5 FOR MILLWORK CLEARANCE REQUIREMENT5 PRIOR To COH5TRUCTION M F _TALU NA Architecture u Design P.C. 1665 Highway 588 Ellisville, MS 39437 TEL 601,91 `7•.6909 FAX 601.763.+886 www.M ETALU N ernail: metalunaCl GATE 7 WAITING FLOOR TILE INSTALLATION TO DE LEVEL WITH NO MOKE THAN 1/16" VALIANCE IN HEIGHT. G.G. SHALL FIELD VERIFY CONDITION OF FLOUR FOR LEVELNESS AND/OL IMFERFECTION5 FRIOR TO 5UDMITTING 1511). TILE TO DE THIN-5ET• GROUT JOINTS TO DE 1/6" WIDE (MAX.) ALL TRANSITIONS DETWEEN TILE AND EXISTING FLOC MATERIALS TO 13E FLUSH AND SMOOTH. FATCH ANY FLOOR FENETRATION5 NOT DEING RE-U5ED TO MATCH EXISTING CONSTRUCTION. MAINTAIN FLOOR FIRE -RATINGS, GC SHALL_ CLEAN, SAND, FKEF, AND PRIME 5LA15 FEK STONE TILE MANF. 5FECIFCATIONS FRIOR TO AFFLYING MEMDKAME. FKOVIPE EFOXY INJECTION TREATMENT FOR CRACK5 COMFLETELY THROUGH THE SLAG AND THOSE FROM 0.0625 INCH OF TO 0,25 INCH IN WIDTH. EC15 MEMDRANE, SELF-APHEKING ELASTOMERIC SHEET, 40 MILS THICK AS MADE DY N.A.C. FKODUCTS, AKRON, OH. OK ARCHITECT ACCEFTED EQUAL. lz AFFLY STONE FLOOR SEALER FEK MANF. RECOMMENDATIONS. MIRACLE SEALANT 511 IMFKEGNATOK 0 FOR 5EALEK AND 5LIF RE515TANCE. \ °y �O 5TAKT TILE LAY -OUT WITH (1) FULL 'FILE AT TENANT/ LANDLORD FLOOR — TRAN5ITION TRANSITION STRIP DETWEEN TILE AND LANDLORD'S FLOORING EXTEND TILE FLOOR INTO GATE POCKET RECE55 BEYOND — NEW MILLWORK GATE=TYP• AIRPORT CONCOURSE f f f f f f f •f .f.f.f-f .•f .•f .•!'.•f .• .�f .•f .•f .• .,f .• - �•l �. ..,f..•f..• f..• ..•r..•f... �.• f -.•f-., ..•f..- ..-f... f... ".•f..•-..f"..f".. f f..f..f..f.. MR w r a� , f -., f •., f rvkJ _ . f '. -'. f•'. -"• f-"• f •'• f •'• f•, f•'f f f f f f . f • f, f+• f, f•' f•'f•' f• f.. :' r•�•f•'r% f...r...f...f...f... f... f... f.. f'.r'... f.. f..f..f.. f f....f.. -.•f-.• -., f-.• '.f'.f-. '". f -.,f•". -.•f-.• ..•l..•f•.• '�. f'".f'�. f•-. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 CORE DRILL PENTRATION FOR POWER, DATA, AND TELEPHONE UNDER CA5HWRAP. DETERMINE NO. DATE REVISION TEMPLATE NOTE: AREAS WITH A150VE SHADING INDICATES FOOTPRINT OF NEW MILLWORK/FIXTURING THAT DOES NOT RECEIVE FLOOR. TILE. THE G.C. AND MILLWORK CONTKACTOK(5) 5HALL COORDINATE WORK TO INSURE FKOFEL FIT OF ALL MILLWORK/FIXTURING WITHIN TENANT'S 5FACE f RIOL TO ANY FADRICATION AND INS"T"ALLATION. THE MILLWORK CONTRACTOR SHALL INSTALL TEM12LATE5 OF THE MILLWORK/FIXTURING 50 THAT THE FLOOR. -TILE MAY DE I1\15TALLED TO THE TEMFLATE5, NO GAF5 DETWEEN FLOOR TILE AND MILLWORK/FIXTURING SHALL REMAIN ONCE ALL WORK HA5 DEEM IN5TALLED. DETAIL FULL SCALE •TRAN5ITION 5TRIP BETWEEN "TILE AND LANDLORD'S FLOORING CENTERLINE OF 51DE-FOLDING GRILLE (TYP) ALIGN TOP5 OF TILE TO TILE OF TILE TO WOOD EXI5TING CONC. FLOOR- G.C. 51-IALL GRIND AND OR FEATHER 5LAD IF REQUIRED TO ALLOW FLU5H IN5TALLATION OF: NEW TILE EDGE -PROTECTION TRANSITION PROFILE A5 MFD, DY 'SCS ILUTER 5Y5TEM5" -MODEL "1.1 5CHLUTER- 5CHIENE" FIN151­1 TO DE 5ATIN ANODIZED ALUMINUM #AE 125 VERIFY EXACT HEIGHT REQ'D PRIOR TO ORDERING. ORDER "R" WHEN U5E1) FOR KADIU5 ARPLICATION5 AIRPORT CONCOURSE FLOOR MATERIAL PLAN 1/4" = 1'-0" 1 1- 1 Booksellers GALLERIE RENOVATIONS AND ALTERATIONS. TO EXISTING RETAIL SPACE IN TERMINAL B —DOMESTIC DEPARTURES— UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA DETAIL FULL 5CALE LEA5E LINE LANDLORV5 EXI5TING FLOORING OR ADJACENT TILE NEW 5TORE TILE - MAX VARIATION BETWEEN FIN15HED FLOOR 5UKFACE5 TO bE 1/16" EXI5TING CONC. FLOOR- G,C• 51-IALL GRIND AND OR FEATf IEK 5LAB IF REQUIRED TO ALLOW FLUSH IN 5TALLATION OF NEW TILE WITH CONCOUK5E FLOORING• SLOPE 5FIALL NOT EXCEED l/8" IN ONE FOOT OF RUN (TYPICAL) EDGE -PROTECTION TRANSITION PROFILE A5 MFD. DY "SCI-ILUTER" -MODEL "1.1 5CHLUTER- 5CI-IIENE" FIN15H TO BE 5ATIN ANODIZED ALUMINUM #AE 125 VERIFY EXACT HEIGHT REQ'D PRIOR TO ORDERING. ORDER "R" WHEN U5ED FOR RADIUS APPLICATIONS GATE_ 6 WAITING r�U GATE 7 - 12 WAITING r� <� F2 -r F2 -r / ,^, , F2 -r AlAl IN le \ 'ell ' % F2` \F2-ro F2 tiNI F2-r�J F2 ,. D ,,x 3 o F2 -r <4' IN � F2 �. �% F2- (j B 1Em ,' / \ r� 172 -rpm F2-r()'� F2 F2\ / F2 -r0 F2\'\ \0'2 ' -r. LIGHT FIXTURE /F2 \ �`, F2 -r- MOUNTED IN F2 -r B1 � MILLWORK (lYF) 172\U, , ��F2 O F2 -r F2 xJ 1.1, � B1 EM � F2 '�� <`b F2 -r \ x� x91 / B 1 F�2� ` 2-r `� PI <; F2 \ \ \ — - ACF -►- F2 F2 r,' \ 2 - SIDE-FOLDING\ •\ GRILLE TRACK \ \ /• 61 BBv F2 -r F2 \ X1 `U• F2 aF2-r' UNDER5IDE OFF2\ , ILLUMINATED 510 I 6Y AHICOM SIGNS \F2 B1 EM 61 EM <:` ,� \ F2,0 F2 -r \ \ F2 ` F2 ' F20 e '6 \qF2 / O F2 -r`; ' �A, \ 0 eO F2 -r LANDLORV5 EX15'rING 6 "C)F2 ® 51J5FENDED CEILING \ '� TO REMAIN \ F2 F2'o\/ C Q F2 \ F2 \ F2 0172 F9 'F2 F2 AIRPORT CONCOURSE , , C ,\ `\. 03 LANDLORV5 EXI5TING GYF. 6E). SOFFIT 1-0 REMAIN ,f .f .f.r..f.f .f.f.f f.f..r f. ,• ,• f•, f f e f E M TALUNA Architecture & DesiEn P.C. 1665 Highway 588 _ Ellisville, MS 39437 i.' -rEL 601.914.6909 I,I FAX 601.763.4886 ��i'�I ,�-."0"',r�" " a. z �kl� .,� II dill � J�1a�71'I I Y Ih !tl (lljl '. '• � '- ti d it LAI III 1 A.F"' Il fi �i i'11 v ,', f' �'• f' rlltl I, 1VtppI,Id III . Lid ,IIIA Ea� ..I. • ,tea. f , � f •, �, •, • f •, �:.� f�', www.METALUNAarchitects.cornf` ,`', /% %/ r7�ail: me'to �na I Imind Tin m e C THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 CEILING NOTES 1. ALL LANDLORD'S EX15TING CEILING FINISHES TO REMAIN, UNLE55 OTHERWISE NOTED. ANY AREAS DAMAGED DURING CONSTRUCTION SHALL BE KEFAIKED/REPLACED TO MATCH EXISTING. 2. G.G. TO VERIFY THAT EX15-FING STRUCTURE, DUCTWORK, EQUIFMENT, ETC. DOE5 NOT INTERFERE WITH NEW FINISHED CEILING HEIGHTS SHOWN ON CEILING PLAN. G.C. TO NOTIFY( TENANT'S REFRESENTATIVE IMMEDIATELY IF FINISHED CEILING HEIGHTS ARE NOT ATTAINABLE. 5. ARCHITECTURAL DRAWINGS SHALL GOVERN THE FLACEMENT OF ITEMS (LIGHT FIXTURE5, DIFFUSERS, ETC.) EXF05ED TO VIEW. 4. ALL DIFFU5EK5 AND GRILLES TO BE'WHITE' TO MATCH ADJACENT CEILING COLOR UNLE55 NOTED OTHERW15E. THE GC SHALL VERIFY AND ORDER ALL DIFFU5EK5 AND GRILLES FRAMES TO COMFATIBLE WITH THE CEILING TYFE IN WHICH EACH 15 IN5TALLER. 5. LAY -IN CEILING HANGER WIRES TO 6E 9 GA. 50FT ANNEALED MILD STEEL. WIRES SHALL NOT DE ATTACHED TO ANY DUCrWOKK, FLUMBING, OR CONDUIT. CONSTRUCTION TO MEET A5TM C655 AND A5TM 0656, 6. THE G.C. SHALL DETERMINE THE NUMBER, LOCATION, AND 51ZE OF ANY ACCE55 FANEL_5 REQUIRED IN GYF. BD. CEILINGS. THE ARCHITECT SHALL AFFKOVE TYFE OF ACCESS FANEL FRICK TO INSTALLATION. LIGHT FIXTURE SCHEDULE SEE COMPLETE LIGHT FIXTURE SCHEDULE ON SHEET E-1.0 NO. SYMBOL DESCRIPTION A L:= 2 SQUARE 5UFEN5ION GRID 5Y5TEM 62" FLUORESCENT LIGHT 54 WATT T5 2 X 2 RECESSED PARABOLIC LOUVER 131 FLUORESCENT LIGHT FIXTURE, 9 CELL 2 X 2 KECE55ED FARABOLIC LOUVER FLUOKE5CEN-r LIGHT FIXTURE, 9 CELL_ 131 EM WITH 5ELF CONTAINED EMERGENCY BATTEKY FACK, TEST SWITCH AND INDICATE LIGHT DECORATIVE SCONCE W/ 15 WATT COMFACT FLUOR, C -v- To DE SELECTED F2 O 4" LINE VOLTAGE COMFACT FLUORESCENT KECE55ED FIXED DOWNLIGHT W/ WHITE RAFFLE F2 -r O 4" LINE VOLTAGE COMFACT FLUORESCENT KECE55ED FIXED DOWNLIGHT W/ WHITE BAFFLE LINEAR FLUORESCENT T8 ARCH. 01 � FIXTURE W/ INTEGRAL BALLA5T AND FOWER CORD & FLUG (15 5/61) 02 LINEAR FLUOKE5CEN"r "T5 ARCH. FIXTURE W/ INTEGRAL_ 13ALLA5T AND FOWER CORP & FLUG (24 5/e,"L) LINEAR FLUORESCENT T8 ARCH, 03 FIXTURE W/ INTEGRAL BALLAST AND FOWER COKE) & FLUG (56 501) LINEAE FLUORESCENT T8 ARCH. 06`_ ' FIXTURE W/ INTEGKAL BALLA5T AND FOWEK CORD & FLUG (731/4"L) ARCHITECTURAL EDGE -LIT X1 EXIT SIGN NOTE: ALL LIGHT FIXTURES SPECIFIED ARE TO BE PURCHASED BY THE G.C. THROUGH THE TENANT'S LIGHTING CONSULTANT - CHARLIE AND COMPANY, CONTACT VIRGIL @ (309) 685-5843 NOTE: LIGHTS MUST BE PREPAID BEFORE DELIVERY I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 1 03 - 3 -I 03 - 03 -I 03 - 03 3 -1 /0 - 03 106 ----- ---- ----- -'--- ---- -----------' ---- -- - ----- ---1EL-, ------- - I --` --- ---'---- 06 06 6 0 06 06 06 06 I�r_--T°L� ----- ---1 ----- -- ---- ----11` ----- ---�1 ----- --- ----- --'�- I 6 06 061 106 OE 06 06 06 03 V1sM - -- .1 1�1 I B1EM B1 B1 B1 B1 B1EM Ilz 061 6 (Z LIGHTFIXTUI?E5 MOUNTED IN MILLWORK OF2 F2 F2 g1 �, -- --T----, 5UFF1"f F2 FROFILE OF MILLWORK F2 �` F2 f 1 ` 6OFFIT 0 a'_0" AFF +g 0 1 F2, F2 `, 61 EM B1 B1E� B1 B1_ �172 F2 3'-�" ACP1 F2 1�M �� \ , ` F2 - 0 F2 GRAF'FIIC ON FACE OF F2 ACF1 OF2 O F2 ''' F2 SOFFIT F�'Y AHICOM z_ `� C -`�1� SIGNS l -� 6 F2 �F2 q, M _ vL 1 •� 03 ; B1 B1 B1 61E B , ,111 1 OF2 0F2 81 , 11``J - /, / 0606 - 06 •1 • I— cq su 03 0303 0172 0..61 . -rl O F2 81 v 06� -\ _ -------------- ---------------- �1 OF2 0172 OF2 r06 r,11 - ` r� - --a-------------------------------------- 0„ � OF2 `, � � 02 �� c' 6 5TAKT LAY -IN 1` Fl cz CEILING LAY -OUT 1 M 81 A5 DIMENSIONEDF2 F2 —�� O - LANDLOKV5 EX15TIHG QF2-- 1� b +10'-6" 5U5FENDEDCEILING F2 i I I� TO REMAIN O F2 I �uIII,I,.I O F2 SIDE -FOLDING BIM O F2 LANDLORD'S EXIS'rILIG --•'" III I li GRILLE 1"RACK 6, ®- GYF, 6E). SOFFIT TO Q F2 -' III ,I REMAIN Q F2 O F2 _ +8 0 III PL5 LEDGE (5HADED) O 0172 I .:ILIIII,I 1 III 6Y AHICOM 51GN5 CENTERLINE OF LANPLORD'S ' F2 O O F2 - '` I'II III'' EXISTING OVERHEAD GRILLE F2 TO REMAIN hl -'' II Vlu,l� LANDLORD'S EXISTING ��ili��lkll,';I'JIIIil11, III III; Ili 1' 5U5FENDED CEILING ed TO REMAIN NO. DATE REVISION AIRPORT CONCOURSE CEILING PLAN 1/411 = 11-011 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL 3 -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL_ AIRPORT SANFORD FLORIDA �i F2 5TART LAY -IN CEILING LAY -OUT A5 DIMEH51ONED GATE 6 WAITING 5UFFLY AIR DIFFU5ER5 ("rYF) (6) LIG I -IT FIXTURE5 MOUNTED IN MILLWORK 5OFFIT PROFILE OF MILLWORK SOFFIT 0 8'-0" AFF DRAWN DATE 1'1-19-08 CHECKED JOB NUMBER 0815 CEILING PLAN A-1.2 LEXAN PANEL5 FOR MAGAZINE COVERS (TYP) PROFILE OF'01' OK'03' LIGHT FIXTURE (TYP) PROFILE OF'06 LIGH"f FIXTURE (TYP) �J QD o� WD2 CURVED SOFFIT bra WDi GRAPHIC 6Y 1 1 ANICOM 510- N5 - MOUNT ON F4.2 F4.2 P1_2 COVERED PANEL DY MILLWORK CONTRACTOR 2 MOUNT DUPLEX RECEPTACLE5 TYP. Cal 101-" A.F. F LOCAL AUTHOR GRAPHIC DY ANIGOM SIGNS - MOUNT ON PL2 COVERED PANEL DY MILLWORK CONTACTOR 1 120 251 11001 100 ( 100 1 100 I 100 1 100 I 100 1 100 I 100 1 I 161 161 1 I LE 1 151] LEO 151 1 151 �l rdNEWS 5LA-TWALL � SLA-TWALL � 5LA'TWALL � 5LATWALL SLATWALL SLATWALL 5LATWALL SLATWALL 5LA1WALL 5LATWALL PAPYRUS PAPYRUS ROOKS ROOKS DOOK5 DOOKS BOOKS MT1 TOWER DISPLAY 1)15PLAY DISPLAY P15PLAY P15PLAY P15PLAY P15PLAY P15PLAY P15PLAY P15PLAY HALF -ROUND RECEPTACLE RECEPTACLE MOUNTED NORIZ. MTl MOUNTED HORIZ. ELEVATION IN DA5E (TYP) HALF -ROUND IN DA5E (TYP) 3/8" = 1'-011 'I 2 F2.1 F2.0 MOUNT DUPLEX KECEPTACLE5 TYP. 66D 104" A. F, F DRAWN DATE a 11.19.108 �I .. CHECKED it \4k r, 'I I, II II II I, I, I, I, li ii 'I r-1 1111 I P2�— EX15fING 5TOKEFKON"1 GLA55 & MULLIONS— I,I, ,I, GYP. DD. 5OFFIT d rl HERB P�(>rM7ad�,�1��I�;�U - IIII III Illi — --_ i 'I II II r --- ---_---- ; I II II ,I 'I I�rgPl�'s� r�IL _.. -- -- ---- -- r - - - - - -- ; CATEGORY= 51GNAGE ' (TYP) _ OPEN To I I II II I, .._.. __ I Y` UI .. _._. I MNE II II 'I ' t_- -- - WD2 I - - PLI 'I M7 1 100 _ 1 I 100 1 101 — COOLER ENCLO5URE �® 5LATWALL I 5LATWALL P15PLAY P15PLAY 'd c7a _FIKE I :I ALARM 5" RODE ; ELE'C'TRIC PANEL I I ; ; ACCE55 DOOR 0 OPEI . I CLEAR TEMPERED WD3 GLA55 IN RECE55ED ALARM i; �; GL"I r i I i I I �� TOP & 130 -From -From • PULL I I _ CHANNEL -'' _ —_ II IJ I, II PL1v_-T II IJ I, IJ `\ IJ IJ IJ ir Ll 1 1 120 251 11001 100 ( 100 1 100 I 100 1 100 I 100 1 100 I 100 1 I 161 161 1 I LE 1 151] LEO 151 1 151 �l rdNEWS 5LA-TWALL � SLA-TWALL � 5LA'TWALL � 5LATWALL SLATWALL SLATWALL 5LATWALL SLATWALL 5LA1WALL 5LATWALL PAPYRUS PAPYRUS ROOKS ROOKS DOOK5 DOOKS BOOKS MT1 TOWER DISPLAY 1)15PLAY DISPLAY P15PLAY P15PLAY P15PLAY P15PLAY P15PLAY P15PLAY P15PLAY HALF -ROUND RECEPTACLE RECEPTACLE MOUNTED NORIZ. MTl MOUNTED HORIZ. ELEVATION IN DA5E (TYP) HALF -ROUND IN DA5E (TYP) 3/8" = 1'-011 'I 2 F2.1 F2.0 MOUNT DUPLEX KECEPTACLE5 TYP. 66D 104" A. F, F DRAWN DATE a 11.19.108 �I .. CHECKED it \4k r, 'I I, II II II I, I, I, I, li ii 'I r-1 1111 I P2�— EX15fING 5TOKEFKON"1 GLA55 & MULLIONS— I,I, ,I, GYP. DD. 5OFFIT d rl HERB P�(>rM7ad�,�1��I�;�U - IIII III Illi — --_ i 'I II II r --- ---_---- ; I II II ,I 'I I�rgPl�'s� r�IL _.. -- -- ---- -- r - - - - - -- ; CATEGORY= 51GNAGE ' (TYP) _ OPEN To I I II II I, .._.. __ I Y` UI .. _._. I II II 'I ' t_- -- - WD2 I - - PLI 'I M7 1 100 _ 1 I 100 1 101 — COOLER ENCLO5URE �® 5LATWALL I 5LATWALL P15PLAY P15PLAY B ELEVATION Wall = 11-011 2 FBF 0 LOCAL AUTHOR GRAPHIC DY ANICOM 51GN5 -- MOUNT ON TYP. PL2 COVERED PANEL DY — WD2 MILLWORK C01�1'I-RAG"TOR \ /� 552 1 150 I 150 � 1��0 1 '150 MT2 BOOK5 DOOKS BOOKS DOOKS RECEPTACLE `, /� �° MOUNTED HOKIZ. ELEVATION IN 13A5E (TYP) 3/811= 11-0" 1 151 � ROOKS M F _T A_U NA •f�� f Architecture &Design P.C. ' 1665 Highway 588 P 1 1%" =� Ellisville, 1,15 ' 9437 �` IIqp TEL 601,9 1+6909 FAX 601.763.4886 Illlullllru f y p®yam M ••.,. r �. �A" „„, "J Ilii �u�"„ \N �� li IJ � [ www,M _TALUNAarchitects.com f.f.f f.f'.f. % f.f..f.. f -.....r.. .m il: e c� rin a m t -L u o < I na minds .c m P g LEXAN PANELS FOR SLA 1 WALL P15PLAY ELEVATION 3/5' = 1'-0" HALF -ROUND 5LATWALL P15PLAY ELEVATION 3/811 = 1'-0„ 2 F4.2 GRAPHIC DY ANICOM 51GN5 - MOUNT ON PL2 COVERED PANEL. DY /ED \ MILLWORK CONTRACTOR I -r DRAWN DATE a 11.19.108 f lLL CHECKED it \4k r, 'I I, II II II I, I, I, I, li ii 'I r-1 1111 I P2�— EX15fING 5TOKEFKON"1 GLA55 & MULLIONS— I,I, ,I, III, 1111 ,,II IIII IIII __- -__ r__ ____-_--__ r__ _____--___ IIII III Illi \\ i 'I II II r --- ---_---- J ; I II II ,I 'I r _--- --- , r- -- -- ---- -- r - - - - - -- ; CATEGORY= 51GNAGE ' (TYP) ; I I II II I, II II 'I -- - WD2 I 'I II II LA I 'd c7a _FIKE I 552 1 150 I 150 � 1��0 1 '150 MT2 BOOK5 DOOKS BOOKS DOOKS RECEPTACLE `, /� �° MOUNTED HOKIZ. ELEVATION IN 13A5E (TYP) 3/811= 11-0" 1 151 � ROOKS M F _T A_U NA •f�� f Architecture &Design P.C. ' 1665 Highway 588 P 1 1%" =� Ellisville, 1,15 ' 9437 �` IIqp TEL 601,9 1+6909 FAX 601.763.4886 Illlullllru f y p®yam M ••.,. r �. �A" „„, "J Ilii �u�"„ \N �� li IJ � [ www,M _TALUNAarchitects.com f.f.f f.f'.f. % f.f..f.. f -.....r.. .m il: e c� rin a m t -L u o < I na minds .c m P g LEXAN PANELS FOR SLA 1 WALL P15PLAY ELEVATION 3/5' = 1'-0" HALF -ROUND 5LATWALL P15PLAY ELEVATION 3/811 = 1'-0„ 2 F4.2 GRAPHIC DY ANICOM 51GN5 - MOUNT ON PL2 COVERED PANEL. DY /ED \ MILLWORK CONTRACTOR I -r THIS DRAWING AS AN INSTRUMENT OFERV S ICE IS AND SHALL REMAIN N THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 CUOLEK I SLATWALL I SLATWALL ENCL05URE P15PLAY P15PLAY ELEVATION 3/8" = 1-011 NO. DATE REVISION I 160 I PL1 PAPYRU5 ELEVATION 3/8.=v-0. 2 \ 'IYP. I LOCAL AUTHOR GRAPHIC by ANICOM 510-N5 - mom"r ON PL2 COVERED PANEL DY MILLWORK CONTRACTOR t CURVED SOFFIT w J U ,f EXI5TING III, I, II I, 2 II I II 5TOREFRONT �- c� GLA55 cs O MULL ION5 �- IIII � II II II O I III I I I I I I I III I I I, I I IJIJ J IJ IJ 1 151 I 151 1 151 I 552 DOOKS ROOKS B0OK5 ELEVATION 3/C/'I = 11^O11 REGIONAL MURAL DY ANICOM 51GN5 - MOUNT ON PL2 COVERED PANEL DY MILLWORK CONTRACTOR �1- 3 A3.0 A3.0 1 41 DRAWN DATE a 11.19.108 f lLL CHECKED JOB NUMBER r, 'I I, II II II I, I, I, I, li ii 'I r-1 1111 r, 0815 I,I, ,I, III, 1111 ,,II IIII IIII IIII IIII III Illi WD2 ill IIII ROUND r --- ---_---- J r _--- --- , r- -- -- ---- r - - - - - -- THIS DRAWING AS AN INSTRUMENT OFERV S ICE IS AND SHALL REMAIN N THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 CUOLEK I SLATWALL I SLATWALL ENCL05URE P15PLAY P15PLAY ELEVATION 3/8" = 1-011 NO. DATE REVISION I 160 I PL1 PAPYRU5 ELEVATION 3/8.=v-0. 2 \ 'IYP. I LOCAL AUTHOR GRAPHIC by ANICOM 510-N5 - mom"r ON PL2 COVERED PANEL DY MILLWORK CONTRACTOR t CURVED SOFFIT w J U ,f EXI5TING III, I, II I, 2 II I II 5TOREFRONT �- c� GLA55 cs O MULL ION5 �- IIII � II II II O I III I I I I I I I III I I I, I I IJIJ J IJ IJ 1 151 I 151 1 151 I 552 DOOKS ROOKS B0OK5 ELEVATION 3/C/'I = 11^O11 REGIONAL MURAL DY ANICOM 51GN5 - MOUNT ON PL2 COVERED PANEL DY MILLWORK CONTRACTOR �1- 3 A3.0 A3.0 1 41 1�o I 141 GIFTS GIFT5 GIFT5 GIFT'S RECEPTACLE MOUNTED I-IOKIZ. ELEVATIONIN DA5E (TYP) 3/81' = 11-011 Hudson News - I3udson booksellers GALLERIE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA E GIFT5 NITz DRAWN DATE 11.19.108 CHECKED JOB NUMBER t 0815 ELEVATIONS V q�;,"_�-„,y •..n J�..._ r --- ---_---- -----1 r _--- --- , r- -- -- ---- r - - - - - -- _FIKE I :I ALARM 5" RODE ; ELE'C'TRIC PANEL I ; ; ACCE55 DOOR 0 OPEI . I CLEAR TEMPERED WD3 GLA55 IN RECE55ED ALARM i; �; GL"I r i I i I I �� TOP & 130 -From -From • PULL I I CHANNEL -'' _ —_ II IJ I, II PL1v_-T II IJ I, IJ `\ IJ IJ IJ ir Ll 1 1�o I 141 GIFTS GIFT5 GIFT5 GIFT'S RECEPTACLE MOUNTED I-IOKIZ. ELEVATIONIN DA5E (TYP) 3/81' = 11-011 Hudson News - I3udson booksellers GALLERIE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA E GIFT5 NITz DRAWN DATE 11.19.108 CHECKED JOB NUMBER t 0815 ELEVATIONS V e RECE55E 5TANOAF CENTERLI SIDE -FOL GRILLE LOCKABLE 5LIDING CLEAR TEMFERCD CLA55 D15FLAY CA5E DOOR5 (-IYF) ELEVATION 3/8" = 1'-0" ELEVATION 3/8" = 1'-0" CLEAR TEMPERED C1_A55 IN RECE55ED TOP & DOTTOM CHANNEL ELEVATION ELEVATION _ A_ T U NA MF �:r=::f=;f::: Architecture & Design P.C. 1665 Highway 588_ II I`WT11a,la TNI r`f Ellisville, I" IS 39,137 TEL 601.9 14.6909 � FAX 601.763.4886 1AFN 1 a �t o f I ' z u.._ �,k�QI(I'��� r C c, o f www M E � f`1 i TA UNAar_ te_t).com email: mCtcZIUf'1H(C)mlf"1dSrr��I IfIu�,CQITI r — r THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL, REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 DLA( DUMrtK ELEVATION 3/8" = 1'-0" KLINE OF OLDING Asolk ELEVATION 3/511=11-011 /V"=11-011 ELECTRICAL OUTLETS & COVERPI_AT_ES ELECTRICAL OUTLET5 LOCATED IN PLl TO 13E '13 LAC K'WITH'DLACK' COVE RFLATES ELECTRICAL OUTLET5 LOCATED IN(WD TO DE'DLACK' WITFI'DLACK' COVE KFLATE5 ELECTRICAL OUTLETS LOCATED IN 5T1 TO DE'GRAY' WITH'6RU51-IED ALUMINUM' COVERFLATE5 ELECTRICAL OUTLETS LOCATED INP1 TO DE WHITE' WITH'WHITE' COVERFLATE5 ELECTRICAL OUTLET5 LOCATED IN Nl r 2 TO DE'GRAY' WITI-i'DRU5HED ALUMINUM' COVERFLATE5 lam- III` III! 1`1111`mrni c , I GALLE]RIE FINISH SCHEDULE NO. MATERIAL MANUFACTURER REMARKS MAPLE 'NATURAL MAPLE' VENEEK WITH A CLOSED POKE CA'TALY'TIC SATIN LACQUER APPLY WOOD VENEER AND WD1�NATURAL VENEER FINISH, STAINED TO MATCH ARCHITECT5 SAMPLE FOP, COLOR ONLY. HARDWOOD 51DING TO AWI FTEMIUM ALL WOOD PANELED 5UKFACE5 ADJOINED OK DJTTING REVEALS ARE TO BE GRADE QUALITY PLYWOOD OK BOOK-MATCHEP WITH ALL GRAIN ORIENTED VERTICALLY. MEMUM-PENSITY FIDEK50ARD, ANIGKE 'ANIGRE' VENEEK FIGURED AND QUARTEPED WITH A CLOSED POKE CATALYTIC SATIN WD2 VENEEK LACQUEK FIN15H, 51_AINEP TO MATCH ARCHITECT'S SAMPLE FOR COLOR ONLY. ALL USE CLASS A CORE MATERIAL: WOOD PANELED 13UKFACE5 ADJOINED OF, DUT"NNG KEVEAL5 AKE TO DE FLAME SPREAD < 25 ROOK -MATCHED WITH ALL GKAIN ORIENTED VEKIICALLY. SMOKE DEVELOPED < 450 USE HAKDWOOD TO MATCH EACH WALNUT VENEER 'WALNUT' VENEEK WITH A CLOSED PUKE CATALYTIC 5ATIN LACC2UEK (WDj FIN151-1, 5TAINED -TO MATCH ARCHITECTS 5AMFLE FOR COLOR ONLY. ALL WOOD VENEEK A5 INDICATED ON WOOD PANELED 5URFACE5 ADJOINED OR GUTTING REVEAL5 ARE TO DE PLANS DOOK-MATCHED WITH ALL GRAIN ORIENTED VERTICALLY. 5L1 5LATWALL 5PACEWALL IN"TEKNATIONAL' FIRE-RA"TED MEDIUM-DFN511Y FIDEKDOARD MEDIUM-PEN5ITY FIDEKDOAKD WITH HONEY MAPLE VENEER AND ANODIZED ALUMINUM i WITH CLEAR FIN15H. 10 DE CLA55 A: FINISH ASN TO MATCH yVryl FLAME SPREAD < 25 SMOKE DEVELOPED < 4C0 5LATWALL '51"ACEWALL INTERNATIONAL' TIKE RATED MEDIUM-DEN5ITY FI5EK50ARD 5L 2 AND ANODIZED ALUMINUM'T' WITH CLERK FINI51-I. FINISH WD2 5LA'IWALL. '5PACEWALL IN'TEKNATIONAL' FIRE -RATED MEDIUM-PEN5I1Y FIDERDOARD 5L3 ANP ANODIZED ALUMINUM 'V WITH CLEAR FINISH. FIN15H DLACK PLASTIC 'FOKMICA' //909-5d DLACK, MATTE FINISH ADHE51VE5, DACKEK SHEETS CpL1 LAMINATE ASTM E-64 CLASS A FLAME SPRFAD20 SMOKE DEVELOPED 15 AND 5UD57RAT E5 PER MANF'5 SPECIFICATIONS. FAKTICLEDOARD OR FIDFK-DOAKP/LAM, FACED C WHITE PLA51IC 'FORMICA' #949-60 WHITE, MATTE FIN15H CABINET AND DISPLAY �L2 LAMINATE A5TM F -F4 CLA55 A FLAME SPREAD 20 SMOKE DEVELOPED 15 WORK SHALL DE AWI PREMIUEMIU M GRADE QUALITY. USE FIKE- PL3>LAMINATES 60 'CHEMETAL' DRA55, DKONZE, AND COFFEK LAMINATE. LEDGE TO BE COPPER, RATED CURE MATERIAL. AND 5TOKEFKONT 5UNDUK5I PROVIDE 51 -IOP DRAWINGS TO ARCHITECT FOK AFFKOVAL. TIKE-KATED HORIZONTAL GRADE GRAPHIC & LEDGE FLA51­IC LAMINATES. (DY ANICOM SIGNS) ALL LAMINATE TO BE CLASS A THE USE OF PVC 15 NOT ALLOWED. HALF ROUND °STYLMAKK" TRIM MAKER HALF-KOUND //'110200 & DASE #410443 WITH INSTALL FEK MANUFACTIJKEK5 -�- ALUM.'TKIM SATIN ALUMINUM FINISH #020. PROVIDE MITERED AND PKE-KADIU5ED WRITTEN IN5TKUCTIONS COKNEKS AS NECE55ARY STAINLESS 16 GA. SATIN 5TAINLE55 STEEL AS NOTED AND DETAILED ON DRAWINGS. MT2j STEEL METAL CORNER "FUTURA INDUSTRIES" C5 SYSTEMS ANNODIZED 5ATIN FINISHED INSTALL PER MANUFACTUKEK5 TRIM ALUMINUM TKIM M-00-0110 90 DEGREE OUTSIDE COKNER, ITEM #600000 WKFFrEN I1\15TRUCTION5 METAL HORIZONTAL "FUTURA INDUSTRIES" C5 5Y5TEM5 ANNODIZED SATIN FINISHED IN51ALL PEP MANUFACTURER5 M75) TRIM c ALUMINUM TKIM M-0U-01aO STRAIGH-FJOINT FA�fNEK, I"TEM# 600065 WRITTEN INSTRUCTION. TAINT BENJAMIN MOORE' DECORATORS WHITE PREPARE NEW GYF. DD./MDF WITH COLOR5CAPE5' LATEX SATIN FINISH (1) COAT FKIMER. NEW &. EXISTING AKEA5 "TO K.ECEIVE (2) COAT5 P2 PAINT DFNJAMIN MOOKEPECORATORS WHITE 'COLORSCAPES' LATEX FLAT FINISH 515 MIN. PAINT P3 FAINF BENJAMIN MOORE' DLACK SEMI-GLO55 FINISH TO MATCH 552 F4 FAINT 5HEKWIN WILLIAM6 KILIM BEIGE LATEX SATIN WAVE GRAPHIC 'GENERAL MOTORS' TWO-5"TAGE METALLIC DLUE DA5ECOAT, KLEAK KOTE WITH APPLY FAINT TO MDF PANEL5 & SFOKEFKONT URETHANE HARPNER TOFCOAT TO MATCH (3) DIFFERENT SHADES OF DLUE AS FKIMED PER PAINT MFIR'5 5ELECTE1)DY AKCHITEGT. FROVIDE 5HOI' DKAWING5 SHOWING WAVE PATTEKN INSTKIJGTI0N5 FOK APPKOVAL PRIOR TO FADRICATION, GLI GLA55 5HELVE5 3/0" 'FEMFEKED CLEAR GLASS "PFG" WITH POLISHED EDGE5 �J51` GREY SOLID DUPONTCORIAN', COLOR: "MIDNIGHT "PARK GREY 5FECLED INSTALL FER MANUFACTUKEK5 5UKFAC•ING WRITTEN IN6TRUCTION5 DU ONT REP. BOB 5PANG DLACK 'DIJFONTCOKIAN' NOCTIJRNF DLACK 552 G 5 SOLID UKFACING - L LINEN (DEICE) PUPONrCOKIAN' LINEN SS's SOLID 5UKFACING 5T2 PARK BLUF TECHNI5TONE' 12" x 12" x 3/8" 5TAKl_IGHT SAPPHIRE FOLISHEO GRANITE ALL SETTING MATEKIAL5 AND STONE TILE AGGLOMERATE INSTALLATION FKODUC-T5 INCLUDING DIJT NOT LIMITED TO GROUTS, MOKTAK5 AND c > �-T-J-/ DLUE 'TECHNISTONE' 12" x12" x,3/6' 5TAK1_IGHT "HUD5ON" DLUE, POLISHED GRANITE STONE TILE AGGLOMERATE ADHESIVES SHALL DE PER MANUFACTUKEK'5/5UFFLIFKS ST4 DLACK 'TECHNI5"TONE' 12" x 12" STARLIGHT DLACK TILE. FUKNISHED DY TENANT & STONE TILE INSTALLED DY G.C. -VERIFY WITH TENANT KFF. WKITTFN RECOMMENPATION5 FOR THIN5ET METHOD FOK SURFACES ACCORDANCE WITH THE TILE COUNCIL ACCORD 'T0 AND IN THE TI ST5 KOMAN GOLD TECHN15TONE' 12" x 12" ROMAN GOLD TILE, FUKNI5HED BY TENANT &. STONE TILE INSTALLED DY G,C, -VEKIFY WITH TENANT KED. OF AMERICA INSTALLATION 5TANDAKD5. GKOUT:'LATICKETE' "TKI-POLY FORTIFIED 5ANDED GKOUT (1500 5EKIE5), COLOR #00 "SMOKE GKEY", FORTIFIED WITH'LATICKETE''17'7& Terrazzo &MblSupply C are o. GROUT ADMIX WI"fFi MICKOBAN ANTI-MICKODIAL PROTECTION 77 South Wheeling Road Wheeling, IL 60090 U5E 5AME BATCFI/LOT NUM13EK5 ON TILE ANP GKOUT THKOUGHOUT STOKE. 877.TM.SLABS (867-5227) WOOD FLANKED PKEFINI5HED WOOD FLOORING - PFKMACKAN - TIMELE55 -} SERIES PKEFAKE EX151 [NO 5LAD AND WF1 FLOOR COLOK ALDER NATURAL INSTALL MAT PER MANUFACTURERS WRITTEN I1\15TRUCTION5 f-CPl VINYL WALLCOVEKING "XOKEL" FATTEKN : 5TKIE #&4.23 COLOR F122 ACRYLIC BACK ON WHITE PAINTED MDF OK HOME50TF MEET5 ASTM -E84 CLASS A: FLAME 5FKEAD < 25 SMOKE DEVELOPED < 4-d0 FADKIC COLOR & DESIGN-LAVINA SILK 02-1-V5-01 GLACIER PGF2 WALLCOVEKING MEETS ASTM -E04 CLA55 A: FLAME 5PKEAD < 25 SMOKE DEVELOPED <4,50 FADKIC COLOR & DESIGN-LAVINA SILK CD2 -1_V5-07 KAW SILK FCP3 WALLCOVEKING MEET5 A5TM-E84 CLASS A: FLAME SPREAD < 25 SMOKE DEVELOPED < 430 PN L1 GREY 3 FORM PANEL "3 FORM" PATTERN :'QUATTRO CAK50N PANEL AND 5UPPOKT FASTENEK5 FADRICATED DY ANICOM SIGNS. PROVIDE SHOP DRAWINGS FUR APPROVAL , MEE15 A51M-E04- CLA55 A: FLAME SPREAD < 25 SMOKE DEVELOFED < 4bO CACF1ACOUSTICAL AC P1 'ARMSTRONG' ACOU5TICAL CEILING 5 r5TEM5, 24" x 24" x 5/0" ULTIMA #1912, INSTALL FEF MANUFACTUKEK5 CEILING PANELS DEVELFD TEGULAR, FINE TEXTURE LAY -IN CIELING FANEL6, CLA55 A, WHITE, WRITTEN INSTRUCTIONS & GRID WITH SUFKAFINE 9/1&" EXFOSED TEE GKID, WHIZ E. SEE DETAIL 5/A4,1 MEETS A5TM-E04 CLASS A: FLAME 5FKEA1) < 25 SMOKE DEVELOPED < 60 Mi ANTI-FA"fIGUE RENIOVA13LE KOLL-UF CUSHION EZE, 5LACK,1/2"'THICK, DUKADLE PRFFARE EXISTING SLAD AND MAT MARDELIZED VINYL, ADHERED "TO FOAM BACKING, CUTTO CUSTOM SIZE. INSTALL MAT FEK MANU- MINIMIZE JOINTS, PURCHASE FROM SUKEWOOD INTERIOR MILLWOKK, INC. FACTUKEKS WRITTEN (972) 043-2(500 A"TTN: GREGO LEAK INSTRUCTIONS RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA DRAWN CHECKED DATE 1'1=19-OY JOB NUMBER 0815 ELEVATIONS FINISH SCHEDULE A-2.1 LANDLORD'S 5OFFIT M ETAI_U NA Architecture & Design P.C. 1665 Highway 588 Ellisville, f',1S 39437 TEL 601,914.6909 FAX 601,763.4886 www.M ETALU N. email: metalunaCq EXI5-rwG 'ARTITIOH STOREFRONT ELEVATION 3/61=11-011 LANDLORD'S EXI5TING (2/)C rI9' rlrl -1 I/ III\/ LANDLOKY5 EXI5TING DOOK5, WALL FIN15H, AND VINYL DA5E TO REMAIN l I-IANNEL FINI5HEU TO MATCH MT 2 STOREFRONT ELEVATION 3/8" = 1'-0" V STOREFRONT ELEVATION r•..r% ' ��t�r n, 3 I NIII r a���� Ny)i�'��B.;A - `•. •..r+. �x (C � I i F E � II --.r•. ---= oj x AMRIJ�411� r r -gill I(II �a NI 1 IIII 1 Ai NEW GYP. 10, 1 ARTITION (5HADED) TO BE FL.U5H WITH LANPLORD'5 EXIS-rING PARTITION - PAINT TO MATCH EXI5TING, ADJAGENT AREAS EXISTING KEYPAD SHOWN RELOCATEP NEW VINYL 6A5E (5HADED) 10 MATCH LANPLORV5 EXI5TING THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 C--------------------------- -------7 C --------------------- , I I , , GYP. 151)• PAINTED -r6 MATCH I ' I EXI5TING ADJACENT AREAS - GRAPHIC MURAL5 (SHOWN DASHED) 13Y ANICOM 51GN5 , � I I , I ---------------------a---------------------� U STOREFRONT ELEVATION NO. DATE REVISION CORNER TRIM �Pl ON EXI5TING WPl CURVED PARTITION :I W 61J �•'�"`,. .. , II �:'I �Y�... � k ,.1 1 , I �,I ��'I99.�I �i:ll r�'�ry �`�—'�'—��'"'�N��w,�j IdG"u ^Inlli�l I�Iquu�p'0.R'i•?a�s I.A^ �� i ""W � ...w. -...... I, � I I i d al l LI I ....�� _.. I I • V.."W d�� .. '�I�IrJIN�i llll N ��I ..... MESA.. u EXI5'rING 5TOKEFKONT c� WDl MT5 GLA55 & n MULLION5 TO rYP. KEMAIN �IV p _ / ul l'T aT„•,—..."—r„—...:.,.�_.,,,"..� .— �""'' I , � i NQ, 'I'III r:”: .. ., .I�;,+N _ t2lffl �X11��I � I'I I, .�..,. �It •I�l hR:'I,"I•".;.TW..w`�w �' I'4 ��ii I " � ��'�' , I , , ,4,� ��.:,...� �I Ll WD1 Q) ELEVATIONT STOREFRONT Hudson News - Hudson Booksellers GALLERIE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA MT2 DRAWN CHECKED ,TO DATE 11-10-U8 JOB NUMBER 0815 STOREFRONT ELEVATIONS A-2.2 MFTAL UNA _ Architecture &. Desigr) P.C. 1665 Highway 588 Ellisville, MS 39437 TEL 601.9 14.6909 FAX 601.763.4886 www. M FFALu N email: metalunaf e .,,..:'T?T IC�a�p�l� y �I II Ibl «ri �^." ra� II'J." Ij '•f'•f'• i , .�, ,,..,,c e,. a hI ✓,W IW �I I uT"�E�Ip L AMNr• µ ILL �. h"I �.. I�I � ,y;. - a Ir �IAM .��• f��' f�' Illdlln SIB i1ffig1�1�I� I � ''''�I�III�rlll(rrNL�i�,. f •f �f�� f' f.f% f..f-.f..f.f.r.. f -...f.. f.. f..r-...f f f-. 5TOREFRONT 51GN TO BE MILLED 501-0 ACRYLIC L.ETTER5 FILLED WITH WHITE LEPS. RETURNS FAINTED (VERIFY). GLUE VINYL AFFLIED TO FACE. 5EE 5PEC SECTION 10400 FOR ADDITIONAL REOUIREMENT5. 1 STOREFRONT SIGN 1"=1'_0" THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 NO. DATE REVISION MILLED 50LIDACKYLIC LkTTEKE FILLEOWITH WHILE LFPD KFTURHS FAINTED 5111 METAL LIG GLUE'/INYL APPLIN TO PACE 51GN'11 HFD 5UKPOKT. ELECI KICAL W'IKE IM 35ZO G TO 5LEEVIPI0 POWEK51JPPLY(0)PENDINGIHEPIUMBEKOF'LF.f[VK5,AV KOX. EVE 4" WIDE,11/Z' FIIGI i AND E" LOrIG, MU51 DE ACCg551GLF. LOCAL D15GONNF.Cr SLEEVED t/10-'L•1xL2" LONG TIiKIEADED STUDS & NUTS. LED LETTER nFTAIL 3 B MOUNTINO DETAIL LES SECTION/ANCON -FOR REFERENCE ONLY NTs t RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL_ 3 -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA h�)IlydnNn SPEGIFICAMM- LED LETTERSETS Ar 12"H TO USE STAINLESS STEEL 631 x 6" STUDS E NUTS INTERIOR LED LETTERSETS DRILL & TAP LE r HERS TO RECEIVE STUD E NUT. 1AROWIRE HOOK UP Nor E: VOLTAGE CAN BE 120V OR SWITCHED TO 277 VOLTS , THIS SIGN TO BEAR UNDERWRITERS LABEL 120 VOLTS ULAIL: R CTINECrION ' POWER SUPPLY S-611211INPUT: 100-120 VAC 2" 50/60 HZ OUTPUT: +24V MA. POWERBOX PLACED INSIDE THE TRAN IFORMEIR BOX. 12POWER SUPPLY \\ ® LINE W/ CONDUIT \\\� KNOCKOUTS LED LETTER WHITE ACRYLIC WITH LED LIGHTS EMBEDDED DIRECTLY INTO THE ACRYLIC DRILL •-0"0 HOLES N1U-2•lx-4" LONG PAN HEAD SELF WPM SCREW LEO WIRES ELECTRICAL JUNCTION Box x71TRANSFORMER BOX ENCLUSURE PART POP RIVETS #86200 MODEL/DESCRIPHON 187 B• rP0.18" Luz,,Wx7"H VR/'1VVIV CHECKED V!1 I L. HOLES 11-19-08 JOB NUMBER 0815 STOREFRONT SIGNAGE A-2.3 0 4 SECTION 111^11^011 1 2 FIELD VERIFY AS.O PROFILE OF GYP. A3.0 / - BD, 5OFFIT ABOVE m TYP WP3 51PE FOLDING GRILLE - VERIFY POCKE•1- PEPTH ANP EXACT MODEL •TYPE M� 3 TWO 2 WY' TWIN BALL CATCH A5 MANF. BY FIAFELE MO D E L#244,20.120 4'-8" I 111=11-011 EXI5TING COLUMN/ ENCL05URE WP3 CLEAR TEMPERED GLA55 r.� 6 DETAIL - -- 111 = 11 011 MF f" _TALU NA _ Architecture & Design P.C. 1665 Highway 588 Ellisville, MS 39437 Am TEL 601.919.6909 FAX 601.763.4886 r_ AM fif . w� •.'-•f`'f''f'' �. LJI G��� ��.•,� f• f f f y F l �rchitects.com ff'f' f.1 f 11 f f f r°f f f r r`F' www.M_TALJNA� f f.. f...f... f......f... ;f...f......f... f...f % rin .com email: metalunaC6 ind� %` c,r f f..f..f; .1 f....f..f...f: r• f. :f..f.f. ,•. CLEAF TEMPE GLA5! u J W LL I I -i' i PI _F THE SOFFIT SUPPORT DETAIL HAS BEEN VERIFIED BY OUR STRUCTURAL ENGINEER TO SAFELY SUPPORT THE WEIGHT OF THE SIDE FOLDING GATE AND THE SIGN. REPLACE ANY FIRE -PROOFING ON EXISTING DECK AND METAL JOISTS THAT MAY HAVE BEEN DAMAGED OR REMOVED DURING INSTALLATION OF UNISTRUT & METAL STUD FRAMING. GYP. BD. ON METAL 5TIJP PARTITION -5EE PLAN CENTERLINE OF 51PE-FOLDING GRILLE 2 SECTION 111=11-011 8 I SECTION 1 "=11-011 IG GRILLE =55 INTO PEPTFI GRILLE IG GRILLE R M �E- M a� ECT a =CE55FD -IAFELE" :ATCI-I -VERIFY ARCHITECT OF 'IG- for IG for vl FOR )R TO I PROFILE OF GYP, BD. SOFFIT ABOVE r -IFI D VFr'IFY A THIS DRAWING S AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 IJG 1 MIL. 1" = 1'-0" NO. DATE REVISION �r�11_ 1NewsHudson G'A L L E - Rx __[E RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA DRAWN DATE YI -19-08 CHECKED JOB NUMBER 0815 STOREFRONT DETAILS 8 8 A3.2 A3.2 AND 5UNDUK5T GRAPHIC HT ACP1 FIIXTE F2 I I I w ACP1 I wDl F I I 51GNAGE DUPLEX OU"rLET I I WC�I I I I ca 101 A. F. F. I I I 7 III - TYP YVglll III ui { r '{+II - ��i; ( I I ! i q� lY $ �pVfI Ep�rr ''. zf a b4+ Iilll i k �yili �, 1 'IGr.g PL3 byANICUM 51GN5 I Y r0 (}! 1 a w it fh°(i�tylPiUll, {,: �z{III +���I II ii f,��'�F�dr YI V+VI+^Il I Ili ln(II rll sFi�l�ilil :, f I � a��ah i,,, �.. .o....l....... /� +�,(lyl K. s ti"� AI,It1) il� � `i��+r Ildk It+fell I ' a I I I ( 1�, j II III i"rdYil III Iru. + it i, i' +^SFr 'p'YYCI ,I iII Ilii ^( u a t Ir r, r1a' II r .�r d 1/2111 vy+ob�Il, hlFl (inl h — ^k tin,: Y" lal. kaynlllll iazllli�s inril Ili .Y"1 rl li7l+rk' EI z k Illill "( T) y!{ +';"�i ill II( �r%In+dla 1 r „ , ar „+wz,h li ,I I P6 III tr"w'M'�+li III ;, 4r 1x111r ri l i u l 1i { lu Iii Y lir l 11 z a Pf11 Y l din a + S l ITItl THE SOFFIT SUPPORT DETAIL X:i I I it lGa�tU I �: R i`ufi 111 u` 121 �1�r II,(IHY :II �l�l� T ' II 11111;;,r, II i,l ��r,r1,I lIl li 1a1�, �, I,II� HAS BEEN VERIFIED BY OUR rI bz`5�z14l �i I! I� il�li�' I�f' xs III a 'ii e 7 F O j:vn Yz IXt,z YIIr1111 ,+ �.. Itrh„ro Ilr„r,r �,i,rd Ii r' III „Dilly+xl`�I' ,`, Ilull��l, `rt�1 II('I 5IDE-FULDINGGrzILLF STRUCTURAL ENGINEER TO SEI { y±r11 ( 1 9 II S 4t�u !i kti: IIII +i` II+4n+ �” IIsi Y, l Irti(ir p A wx k (k , r''. qr�,y IIII IL 11 ,; TRACK- RECESS INTO SAFELY SUPPORT THE WEIGHT ul Ir'f'N�yil FH„1fI°III tl �I Ir DI Iill (p Sn liilli IL P I�y(�"ddh Iilir"�I f 'IN9r1 1 f, it I ;', II �tl ; r„ y�sl (,hII!YI SUFFrr rvlAx. DE�Tt I OF THE SIDE FOLDING GATE I,'�I al.��r, 1itlFr� ALLUWEDi�YGi ILLS I V�NTILA�OLJ. �aa IIII , MANF. AND THE SIGN. �a� ��.,�� ,x,11 r�,i.,,�„M,1. ,,,,.rte ���+II ,���r-. �,. +,,.•�. ,I, COORD.W/AV1 II jI 51DE-FOLDING GRILLE J. POCKET DOOR i I NOTE: VERIFY EXACT BEZEL ' I DIM'5 PRIOR TO - MT3 /' I rurr� REPLACE ANY FIRE -PROOFING ; MIN. ..;: AV] coNSTRucrloN ll' CORNER WD1 j CORNER TRIM ON EXISTING DECK AND METAL i i TRIM I JOISTS THAT MAY HAVE BEEN 100 w j KOTON HINGE- DAMAGED OR REMOVED I `} ATDEZELTO VERIFY FINISH DURING INSTALLATION OF I �, I j MATCH M ' WITH ARCHITECT I I • •� —• � \ UNISTRUT & METAL STUD sz I�II , 11 y,lmin , Ili l I'I al a irk IiI , r e l ,,:. iI ,fl+, YI Ii 1 M rl1 4 l( Y1Lti n III J r k III z Yk1�t / 2 NU{ III IFIL ly I;I — I FRAMING.�- fl r i'hi�lk IY I I r: u I lak IiI ° VY1Y Ihryll kkrl+ I +u 'L+ I 1 � III { la i II � 1^. I I Mz1i II I t -1) 11nd sill l,I `f,”' Izil, +MI 1 III+ (: 1akl,�l IIID rmYJYI, v Liiii I I \ \ MT5�iII M a) p r l III 1 r�rl III 4 I :k I I C \ \ ..rrP Ik51i^ 9 ' a aillll 1r 6(g1111'!I + rI III 111 �"t III+, P5 ,atPr z,i IiI H � + 111 ekl illi I I 2 LAYER5 1 .K. V A +ib E�af z Ii e z {.. rr f>r r� iY 4 0. a Ih y91i yEn< 11k 61 III I \ \ iPilil l'k I: 11� I, °'irl ;e+Y fn bz . rl I,a+"3": , IlPilli hl \ PLYWOOD \ l \ \ + 5 N1` Tyill {Irl �! z Nittrii jl Il4Y T° , II er rd AI C2 NII a""F`x1 k; I,I lil j r6; I'+YI, I, $ DACKER \ \ i I A.%.k,�71111j 111 ,,I,,,I� I I 1i1 v�71 y�j, I I I Ery ,II '� i Ipl ,�lk .re1r ii b�Mi♦'rpl i ukYn F J' Hy 111 1} z1 ii l IIi (I zrl u+ p rzy'n'' 4;, ,, i b k: "HAFELE" I I V A �I> s��r�ll,f' x :, flKo�ill11 I,IIfr9i IY ,�; Y r HAFELE KECE55ED v I' a 11 1,''til I,s , ,�x� r1'IIi 11 {y ,_',�krklul,ll l� , I� PULL WI rH HAFELE rlll �q��,x� �I 3 Illdl ; {' CENTERLINE OF C 1 C PROFILE OF CWD2 \ II nt d ld) TWIN GALL CATCH -VERIFY SOFFIT ADOVE } lytkrw;@7�flill II d Ii 111P (Y 11 i(1< ''z, i� 111„: z:�L1) al i,`.: t{ly IIi) %sk p'ily(Il ,,,FYI I'^"., 5IDE-FOLDING a ,,Il,,, FINISH WIT H ARCHITECT GRILLE nr I'i 1rER i i j°r it 1 , 11� w, Nu!fklzl 11 I r gtyay� r r6 `u III 16o a ( (lil(he t+ �)dl1x11 II rill 'r I+ III r fnrynrdl'mgx " Li — — II, r ,,,.f,l,erra3llu ru ,k �r%fr�'k„i4>ir .IAI W D2 CENTERLINE OF ; I - 51DE-FOLDING GRILLE j ��� 5L2 I WD1 , GYP. DD. ON METAL 5 rU D i i �-- _ 19071 ALLOW GAP TOP PARTITION -5EE �_wD1 C1 r(PL ' PLAN `, t AND 60TTUM FOR I = I - A' ti• POCKET DOOR TO OPERATE �, I �WD2 � rl _ MT2 I , 151 2� 2 3- �,, SECTIO -- 1 SECTION •�� ��� ��� L'� , 26/411 , , �} 2'-S 1/2” }" 2'-.b 1/2" 411 WD2 PROFILE OF 2 WDl COOLER A3.1 PROFILE OF ' MT3 P5 CROWN MOLD _ --------------------------- - ADOVE WDI — -------------------------- - 110 o�- FIELD VERIFY — 2 WDl n IVA r �u A3.0 P5 o EDGE OF SOFFIT <<� SURFACE -MOUNTED EXI5T ING COLUMN/ ADOVE �r DUPLEX FOR COOLER k' ENcI oSUKE MT 5 100 100 _ CONT. CONCEALED LEAF 5L1 - -------------- --- --- .: PROFILE OF HINGE /#21283A, DY RUT ON - EXISTING COLUMN/ 1 . / CROWN MOLD CONT. CONCE VERIFY FIN15H WITH I ENCLOSURE e� A60VE �,'�,'�� \\\ LEAF HINGE #21253A, q ARCHITECT — TWO 2 3/8" TWIN GALL CATCH I ' DY KUTUN - VERIFY A5 MANF. DY HAFELE -__' :: ,'' �I " FINI51-1 WITH MODEL#2�} 1.20,120 ; w AKCHITEC-r TVVO 2 3/8" TWIN DALL CATCH 150 DU5'TPKOOF 5TKIKE 51DE FOLDING GRILLE - fl A5 MANF, DY HAFELE ,V A5 REQUIRED DY VERIFY POCKET DEPTH WD5� w GRILLE MANF. MODEL#2�F�1.20.'120 LL. AND EXACT MODEL ` � ANO TYPEDU5TPROOF STRIKE A5 REQUIRED DY I T = GRILLE MANF. EXISTING GYP. DD. WD3 _ WDl PARTITION I Lq `9 AV1 j O .. . . .. .. .. AV1 O AV1 j 3 —I —---------- ----- ---- 0 G�,Y MT3 EDGE OF SOFFIT 3 Ml3P MT3 WD'I l � ADOVE - •- - PNLI WI'TI-I "STYLMAKY�' AJ•2 TYP #110410 3/�F" x614" FRAME WD3 2'-8" P5 I }, 0 A3.1 ( }' 0" I 2'-8" DY ANICOM 51GN5 (TYr-) 1 WD1 Ilk NOTE: _ CENTERLINE OF LANDLORV5 DETAIL COORDINATE AV1 IN5TALLATION AND DUPLEX -- EXI5TING OVERHEAD GRILLE ®ET�4 i OUTLET LOCATION5 WITH-rENAI`1T'5 REP. 111 � 11011 METALUNA Architecture & Design RC, 1665 Highway 588 Ellisville, Iv1S 39437 TEL 601.914.6909 FAX 601.763.4886 www. M ETALU N. email: metaluna(a .. 3 {:- „ .. �� pt" ��y I , „^i"�I ri".vY�.1 f iil �B,, I'✓,i'„ �. .. ... ,•'.." � '.^.^,: --I AiIM1.: �Y � 1 :v I I .�;1�,1,�1. .,. I I ` :-'- ��'..... ,. , ".'TI__= _..�I ��ryry��1�I {.,1191 DIY I :.,,,I I. ,.a .((�� • -'r -'r `. .x Ag fI I' �,II :• F � y1� �" ra�rc 111191Rtl n�Il,llh, XA THIS DRAWING AS AN INSTRUMENT U ENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 NO. DATE REVISION 11 twom, Iii I � L A 11, MAW 1119 IL -4 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA DRAWN DATE / CHECKEDl JOB NUMBER 0815 STOREFRONT DETAILS l� l A-3' 1 D 1/ C PROVIDE FLAT ELATE BRACE MEMBER 0 4'-0" O.C. / 1/4" THREADED ROD5 0 2'-0" O.C. MAX. ----------- T_r ----- 5OFFIT A55EMDLY �j CRO55 FRAMING — — — — — — — — — — — — — — — — — .—A — — — — — — �6 &" GWB, P2 m UNI5TKUT FLAMING MEMBER5 All ACHED TO 5TRUCTURE WITH (2) 3/8" DIA. HIL.TI FILC 5LEEVE ANCHOR EMBEDDED 1 1/4" MIN. INTO EX15T CONCRETE DECK ABOVE -GC 1-0 VERIFY MIN 4" 5LAB 2" X 6" F.R. WOOD BLK'G BETWEEN BLACK IRON, PROVIDE 5CA13 FLATE5, A5 REQ'D 51DE FOLDING GRILLE TRACK CONT, 5/4" F.R. f LYWOOD TKAGK 510E FOLDING 5UPPORT GRILLE PANEL THE GATE SUPPORT DETAIL HA5 BEEN DE5IGNED BY OUR 5TRUCTURAL ENGINEER TO SUPPORT THE WEIGHT OF THE BIDE FOLDING GATE IN BOTH THE OPEN AND 5TACKED CONDITION, THE WEIGHT THE GATE HA5 A LOAD OF 15 L135. / 5F 5TACKED AND 2.5 LB5./5F EXTENDED AND 15 9 FEET HIGH. DETAIL GATE SUPPORT 311 = 11 '011 METAL N U Ae e.,::: d, e f -::r f f: f:::r=::f::f:r::f::f:f:::f: Architecture & Design P.C. 11 166.5 Highway 588, Ellisville, MS 39437 8 ,ry ry Iu^ff f TEL 601.914.6909 FAX 601.763. }886 SII I App N $" � i..lt��l!II� www.M ETALU NAarchitectS.c0m email: m etaI 11a cumin _Is grin .com � ,f.. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 NO. I DATE OR -.175 OR �5 7 DETAIL HORIZONTAL TRIM FULL5CALE o 0 • DETAIL FULL5CALE ENEEE OR P5 SECTION 111=11-011 SECTION 5 DETAIL CORNER TRIM ®CLIP DETAIL, FULL 5CALE FULL SCALE REVISION GALLF,RIF. EXI5TING PARTITION F ON. / AV1 r BEZEL TO 9N F.R. F.T, BLOCKING Z --CLIP RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL 3 -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA cY 6) SECTION 111=11-011 -- 5EE 1'(P. PE1 AIL 4/A�5,2 3 DETAIL HALE SCALE LO DRAWN DATE 11-19-08 CHECKED JOB NUMBER 0815 STOREFRONT DETAILS A-3.2 GATE 7-12 WAITING HARDWARE - 220 J �/ O ALL WOOD 5HALL BE WD -1 AND 5LAIWALL 5L-1 5EE DETAIL5 - 5HEET F-2.15 O (S O F MFG. TY. CAT. NO. DESCRIPTION WHEEL GONDOLA A v� y �, o. ® NO. M G Q 30o Plrl CBM INDUSTRIES 176a RHOMBUS FURNITURE FIXED CASTOR FETHERED / �0 883.717.2831 • l%�> y RAFFLE 1 51.00.311 METAL FLUSH HANDLES -STEEL MATTE BLACK _ F 0�'�` 320 KEYCFIAIN /MAGNET �� c9�0 v 800.423.3531 244.20.120 TWIN BALL BA CATCH HARING SLIDES FULL EXTENSION AL.L. WOOD 5HALL DE WD -1 AHO 5LAIWALL 5L-1 5EE DETAIL5 - 5HEET F 2._ TYPE I H -SERIES HINGE HAGER COMPANIES 780-224HD RO ON CONCEALED LEAF HINGE WITH BALL CATCH 8o0.z55.3s90350 MOBILE MAGAZINE UHIr 8 pL3 SRz495 920008 FINISH COLOR TRACK HEADER EXIS-LING UNIT AT WATERFALL DARRIGADE "}"0 BE USED PROVIDED BY TENANT \® 4 p9A 02017$ FINISHICOLORTOM TRACK 352 FALL DAKRIGFlDE .r0 BE USED PROVIDED DY TENANT / MOBILE DANDY UNIT EXISTING UNITAI-WA-rEK T9�s% �r�� 355 MOBILE NEWS UNIT EXI5TING UNIT AT WATERFALL BARRICADE TO BE U5E1) PROVIDED DY TENANT 15ET KEQUIRED TO BUILD -5 5ET5 EX15 T ING •r0 BE U5EC> S 360 NE5I"ED TABLE c 5EE DETAIL5 - 5HEET F-2.6 \ 603 4A BILE 9<< 02 ALL WOOL) 5HALL DE WD -'1 \ SLATWALL �piy o 371 %2 X 39 BOOK TABLE \DISPLAY ALL WOOD 5HALL BE WD -3 5EE DF rAIL5 SFIEEr F-4.1 \ � 00 � 380 FAFYKU5 515FLAY •TABLE ALL WOOD 5HALL BE WD -2 AND 51-AIWALL 5L-2 5EE DETAIL5 - 5HEE r F-4.2 61 O \ .- .� \ yO iL O � FI.I . -��. \ AIRPORT BOARDING RAMP 34 HIGH x 56 (MIN.) WIDE / HANDICAFFED•-ACCE5515LE \. COUNTERTOP / 120 00 100 100 100 100 100 100 100 100 10 61 161 1 1 151 151 151 151 i \.\ / 0 0 0 -- - 1W W ��,'� ,CaO � ,gyp'` ,�'------------- ---------------------------------------------------------------------- I � I ---I ---- �C\1EWS- SLATWALL DISPLAYPAPYRUS I I \ MOBILE \ / Zai TOW F co I F1.1 \ SLATWALLF61 6 �n DISPLAY �� /O� ® c I I O >_ E 3 A �2/GAO ADO •' / A2.0 A2.0 I Q I A2.0 \ v / /� 0 E I 0 ' I GATE 6 \ 603 300 ���320 190"�� M380 WAITING 300 ®® fr� A�,o MAGNET / ` rIl IN/ Ab A2.o I D I � /( ` 110 // PINWHEEL PINWHEEL A2 O ®\ GONDOLA GONDOLA 91 ® , 220 ® O ` 2 POHWRAP 56" HIGH x 36" (MIN.) WIDE CU M D SPL�Y 300 SLAT LL HANDICAPPED-ACCE551BLE 300" 371 ''.� Co u rirE RTOF �, � '® �+ EL�TRIC PANEL PINWHEEL ;� 0 rRs� �°�' ® '��- 9 1UT 00 NCL`OSURE y _ - 3' PINWHEEL ®� 190 GONDOLA i GONDOLA ®.•� ` G 130 �' 36" HILI -I x 36" (MIN.) WIDE \\ HANDICAPPED-ACGE5515LE COUNTERTOP AIRPORT CONCOURSE \ 300 ----------------------- PINWHEEL 110 IV[ GONDOLA � �� - - 19 150 150 150 150 F'1,1 NES ED 300 A3,1TAB 8 Yr1M"+ti r MOBIL�- \ o QTS \ A T PINWHEELFl�.1 G��N Lyy. GONDOLA 1� 300 - \ PINWHEEL \ 5 _ GONDOLA--- ®_-- ® F3670NESTED f--�..---.- \NESTED _ r -r \ ' •'T-ABLES-- - --. 350 MOBILE MAG UNIT AIRPORT CONCOURSE FIXTURE PLAN 1/4" = 1'-0" DRAWN DATE • •• REVISIONTHIS DRAWING AS AN INSTRUMENT NO. DATE METALUNA OF SERVICE, IS REMAINHudson News nutdson Booksellers 1ls 11-19-08 CHECKED JOB NUMBER THE PROPERTY OF ARCHITECT. G G Design P.C. Architecture &.-••;-''•:-'•:-'•.•'• WIN OR ANY USE OF THE DRAWING, r NII„ ,r- `f ' '.' 0815 N�� laGAL- 1665 HI hwa 588 - lr ��: ��pp � � I �a I �,� � 1,1 � � REPRODUCTION THERE OF, WITHOUT Ellisville, MS 39437 THE EXPRESS WRITTEN PERMISSION FIXTURE PLAN OF THE DESIGNER IS STRICTLY -TEL 601.914.6909'ual 5 PROHIBITED. SUBMISSION OR RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN FAX 601.763.41386 _ � ' J' � - _ DISTRIBUTION TO MEET OFFICIAL L IIl - - REGULATORY REQUIREMENTS OR p a FOR ANY OTHER PURPOSES IN TERMINAL -DOMESTIC DEPARTURES- UPPER LEVE CONJUNCTION WITH THIS PROJECT IS F-1 ,��•. NOT TO BE CONSTRUED AS /� p �r ��� ,'�" �' �` PUBLICATION IN DEROGATION OF THIS ORLANDO SANFORD !� - a�K I `,N�"!',,Y, f f f"f f ARCHITECTS fRIGHTS. .. . INTERNATIONAL AIRPORT www.MLTAL(JNAarchitects.com •f• S ANF O RD FLORIDA OR ID A OCOPYRIGHT Zoos email: I'Tieto Inac i ncCgrin Com 1 1 GALLERIE FIXTURE SCHEDULE HUDSON NEWS/ BOOKSELLERS FIXTURE SCHEDULE NO. ITEM FINISH REMARKS NO. ITEM FINISH REMARKS 130 ELECTRIC NEL ENCLo5UFE f A ALL WOOD 51-IALL PSE WD -5 EE DE'T AIL5 - 5HEET 100 `i2 1/2 WIDE SLAIVdALL DISFLFlY ALL WOOD 5HALL- 13E WD -•1 AND 5LATWAL.L 5L-1 5EE DETAIL5 - 5HEET F-2.0 1 J1 CUSTOM ALL WOOD SHALL BE WD -5 AND 5LA•iWALL 5L-2 101 34" WIDE5EE SLATWALL D15FL.AY ALL WOOD 5HALL BE WD -'1 AND SLATWALL SL -1 DETAII-5 -• 5HEET F-2.0 SLATWALL D15FLAY 500 BACKWRAF ALL WOOD 5HALL DE WD -3 c c c SEE DETAILS - 5HEET F 5.1 110 REFKIG. GA5E ENCLO�)UKE ALL WOOD 5HALL DE WD -1 5EE DETAIL5 - 5HEET F-2.2 501 I ECH ON THE GO ALL. WOOD 51-IALL DE WD -3 5EE DETAIL5 - 5HEET F-5.2 120 NEW5FAFER •TOWER ALL WOOD 5HALL DE WD -1 5EE DETAILS - 5HEET F-2.2 502 TRAVEL F LEASUKE ALL WOOD 5HALL DE WD -3 5EE DE rAIL5 - 5t IEET F-5.3 140 46" REGIONAL GIF -T5 1)15FLAY ALL WOOD 5HALL DE WD -1 AND FGF -1 5EE DETAIL5 - 5HEET F-3.0 503 F05511. ALL WOOD 5HALL DE WD --3 5EE DETAIL5 - 5HEET F-5.4 141 24" REGIONAL GIFTS 1)15FLAY ALL WOOD 51-IALL FSE W[)--'] AND FCF-•1 5EE DETAIL5 - 5HEET F-3.0 f_ 504 INDULGENCE5 ALL WOOD 5HALL DE WD -5 SEE D ETAIL5 - 5HEET F-•5.5 150 36 BOOK DISPLAY FIX�rURE ALL. WOOD 5HALL DE WD -2 5EE DE rAIL5 - 5HEET F-4.0 I 600 GALLEKIE CA5HWRAF ALL WOOD 5HALL BE WD -3 5EE DETAIL5 - 5HEET F-•5,6 151 42" E500K D15FLAY FIXTURE ALL WOOD 5HALL DE WD -2 5EE DETAIL5 - 5HEET F-4.0 Off` h S Oma, 601 160 PAPYRUS SPINNER FIXTURE ALL WOOD 5HALL BE WD -2 5EE DETAIL5 - SHEET F-4.2 MOBILE TIERED 5HELVING D15PLAY ALL WOOD 5HALL BE WD -5 5EE DETAIL.5 - 5HEET F-5.7 F6 0-2 602 MOBILE NE5TED TADLE5 ALL WOOD 5HALL BE WD -5 5EE DETAIL5 - 5HEET F -5b 161 FAFYKU5 D15FLAY FIXTURE ALL WOOD 5HALL. BE WD -2 AND 5LATWALL 5L-2 5EE DETAIL5 - 5HEET F-4.2 i � s A\ Oma' 'S% O`rS' /�� 603 190 DOOK5 CU5TOM 5LAIWALL DISPLAY ALL WOOD 5HALL BE WD -3 AND SLATWALL 5L-2 MOBILE SLA"rWALL D15FLAY ALL WOOD 51-IALL BE WD -3 c 5EE DE"rAIL� ­5HEET F-.�.Y3 0 220 c 2 FU5 �A�f-IWRAP ALL WOOD 5HALL BE WD -'I AND CORIFlN 55-1 5EE DETAILS - 51 IEEI F-2.3 AND F-24 HARDWARE - 220 J �/ O ALL WOOD 5HALL BE WD -1 AND 5LAIWALL 5L-1 5EE DETAIL5 - 5HEET F-2.15 O (S O F MFG. TY. CAT. NO. DESCRIPTION WHEEL GONDOLA A v� y �, o. ® NO. M G Q 30o Plrl CBM INDUSTRIES 176a RHOMBUS FURNITURE FIXED CASTOR FETHERED / �0 883.717.2831 • l%�> y RAFFLE 1 51.00.311 METAL FLUSH HANDLES -STEEL MATTE BLACK _ F 0�'�` 320 KEYCFIAIN /MAGNET �� c9�0 v 800.423.3531 244.20.120 TWIN BALL BA CATCH HARING SLIDES FULL EXTENSION AL.L. WOOD 5HALL DE WD -1 AHO 5LAIWALL 5L-1 5EE DETAIL5 - 5HEET F 2._ TYPE I H -SERIES HINGE HAGER COMPANIES 780-224HD RO ON CONCEALED LEAF HINGE WITH BALL CATCH 8o0.z55.3s90350 MOBILE MAGAZINE UHIr 8 pL3 SRz495 920008 FINISH COLOR TRACK HEADER EXIS-LING UNIT AT WATERFALL DARRIGADE "}"0 BE USED PROVIDED BY TENANT \® 4 p9A 02017$ FINISHICOLORTOM TRACK 352 FALL DAKRIGFlDE .r0 BE USED PROVIDED DY TENANT / MOBILE DANDY UNIT EXISTING UNITAI-WA-rEK T9�s% �r�� 355 MOBILE NEWS UNIT EXI5TING UNIT AT WATERFALL BARRICADE TO BE U5E1) PROVIDED DY TENANT 15ET KEQUIRED TO BUILD -5 5ET5 EX15 T ING •r0 BE U5EC> S 360 NE5I"ED TABLE c 5EE DETAIL5 - 5HEET F-2.6 \ 603 4A BILE 9<< 02 ALL WOOL) 5HALL DE WD -'1 \ SLATWALL �piy o 371 %2 X 39 BOOK TABLE \DISPLAY ALL WOOD 5HALL BE WD -3 5EE DF rAIL5 SFIEEr F-4.1 \ � 00 � 380 FAFYKU5 515FLAY •TABLE ALL WOOD 5HALL BE WD -2 AND 51-AIWALL 5L-2 5EE DETAIL5 - 5HEE r F-4.2 61 O \ .- .� \ yO iL O � FI.I . -��. \ AIRPORT BOARDING RAMP 34 HIGH x 56 (MIN.) WIDE / HANDICAFFED•-ACCE5515LE \. COUNTERTOP / 120 00 100 100 100 100 100 100 100 100 10 61 161 1 1 151 151 151 151 i \.\ / 0 0 0 -- - 1W W ��,'� ,CaO � ,gyp'` ,�'------------- ---------------------------------------------------------------------- I � I ---I ---- �C\1EWS- SLATWALL DISPLAYPAPYRUS I I \ MOBILE \ / Zai TOW F co I F1.1 \ SLATWALLF61 6 �n DISPLAY �� /O� ® c I I O >_ E 3 A �2/GAO ADO •' / A2.0 A2.0 I Q I A2.0 \ v / /� 0 E I 0 ' I GATE 6 \ 603 300 ���320 190"�� M380 WAITING 300 ®® fr� A�,o MAGNET / ` rIl IN/ Ab A2.o I D I � /( ` 110 // PINWHEEL PINWHEEL A2 O ®\ GONDOLA GONDOLA 91 ® , 220 ® O ` 2 POHWRAP 56" HIGH x 36" (MIN.) WIDE CU M D SPL�Y 300 SLAT LL HANDICAPPED-ACCE551BLE 300" 371 ''.� Co u rirE RTOF �, � '® �+ EL�TRIC PANEL PINWHEEL ;� 0 rRs� �°�' ® '��- 9 1UT 00 NCL`OSURE y _ - 3' PINWHEEL ®� 190 GONDOLA i GONDOLA ®.•� ` G 130 �' 36" HILI -I x 36" (MIN.) WIDE \\ HANDICAPPED-ACGE5515LE COUNTERTOP AIRPORT CONCOURSE \ 300 ----------------------- PINWHEEL 110 IV[ GONDOLA � �� - - 19 150 150 150 150 F'1,1 NES ED 300 A3,1TAB 8 Yr1M"+ti r MOBIL�- \ o QTS \ A T PINWHEELFl�.1 G��N Lyy. GONDOLA 1� 300 - \ PINWHEEL \ 5 _ GONDOLA--- ®_-- ® F3670NESTED f--�..---.- \NESTED _ r -r \ ' •'T-ABLES-- - --. 350 MOBILE MAG UNIT AIRPORT CONCOURSE FIXTURE PLAN 1/4" = 1'-0" DRAWN DATE • •• REVISIONTHIS DRAWING AS AN INSTRUMENT NO. DATE METALUNA OF SERVICE, IS REMAINHudson News nutdson Booksellers 1ls 11-19-08 CHECKED JOB NUMBER THE PROPERTY OF ARCHITECT. G G Design P.C. Architecture &.-••;-''•:-'•:-'•.•'• WIN OR ANY USE OF THE DRAWING, r NII„ ,r- `f ' '.' 0815 N�� laGAL- 1665 HI hwa 588 - lr ��: ��pp � � I �a I �,� � 1,1 � � REPRODUCTION THERE OF, WITHOUT Ellisville, MS 39437 THE EXPRESS WRITTEN PERMISSION FIXTURE PLAN OF THE DESIGNER IS STRICTLY -TEL 601.914.6909'ual 5 PROHIBITED. SUBMISSION OR RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN FAX 601.763.41386 _ � ' J' � - _ DISTRIBUTION TO MEET OFFICIAL L IIl - - REGULATORY REQUIREMENTS OR p a FOR ANY OTHER PURPOSES IN TERMINAL -DOMESTIC DEPARTURES- UPPER LEVE CONJUNCTION WITH THIS PROJECT IS F-1 ,��•. NOT TO BE CONSTRUED AS /� p �r ��� ,'�" �' �` PUBLICATION IN DEROGATION OF THIS ORLANDO SANFORD !� - a�K I `,N�"!',,Y, f f f"f f ARCHITECTS fRIGHTS. .. . INTERNATIONAL AIRPORT www.MLTAL(JNAarchitects.com •f• S ANF O RD FLORIDA OR ID A OCOPYRIGHT Zoos email: I'Tieto Inac i ncCgrin Com M F _TALU NA Architecture &Design P.C. 1665 Highway 588 Ellisville, MS 39,137 TEL 601,914.6909 FAX 601,763.4886 www. M ETALU N email: metaluna(q- 5 -..f -..f -..f - - .,.,..�,..f../. .f . ".f..f.. f...f f a _00 ;ALL" A'A r f —D - — :r — — ,'..• �" etn "., @n�� 119111111LRRI r p 11�19�k ��a .iia „�A� '•,'• f 1" = 1'-011 THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 PROFILE OF GYP. DD. 50FFIT ABOVE NO. DATE 0 REVISION 5 DETAIL 1" = 1'-0" 3 TAIL FILLER PANEL 111 = 11-0,f f ROFILE OF ' CROWN MOLD — �� EDGE OF A13OVE CUKVEU 5OFFIT 0 V-0" AFF , 4 DETAIL COLUMN- ill OLUMN1" = 1'-0" RUDDER DUMFER DELOW ,Eo AND MT2 -5EE ELEVA-FION NOTE: FIELD VERIFY 51ZE OF STEEL COLUMN AND FKOVIPE MILLWORK 51JRROUNl7 A5 5MALL A DIAMETER A5 F055113LE GALLER-I&I-E. RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 2 DETAIL CORNER 1" = V-0" FKOFILE OF CROWN MOLD ABOVE EC)GE OF WEJ2 CURVED SOFFIT Cab' -O" AFF 1 DETAIL END RUN PANEL 1" = 1'-0" J" 4 D..ETA I L V-0., 1/2" Nr 9'-5'1/2" (2) 1/8" THICK KEMOVADLE LEXAN PANEI.5 - REAR FANEL TO DE DLACK LEXAN, FRONT FANEL TO DE CLEAR —.—.— — 7'_8'1/2" — )E - FUKNI5HED WIPE 0 -61/2" 0( 1 U0 2'-10" (O 1U1 FIRE -RATED DLOCKING C '614" 21/2" 3/4" 5 ®EI IL 3" 1'-0t' 21/2" 3 PLAN 11/2" = T-0" M_F TA_U NA I I ----------- i ---------------- --- — — — — — — — — — — -- I I ----------- Architecture & Design P.C. I I I I �I I I LJ LJ 1665 Hlu,hway588 mNiul "Try. N+1F i., I x N Elhvllle, N15 39437 FKOFILE OF LIGHT �I'ry3l� r �• f.�•f•,•, TEL 601.914.6909 . 2;°, I�ixii.'" Hca j Ill fulll�l�di gyp!� a"� "7pH Ni lbs ' , �f �f .•. FAX 601,763,4886 ..J ,l .Ik __-CEILING FLAN (-YF) I I I I I I I I 1 I I �w��i� IIIINIIIIq�l - .11111 II �iE�I I hi���II s ■ If '. �!! f �,IM _ FALUNAarchitects.com-f - ".MIA f. . f•. -f•.- www.ME f f f f. f f.. f email: metal una mindsP Tin f'•f .f .f .: f .f'•f •f .. .f'.: .f •f .: .f'.: f .f .: .f'.: o .com THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. - COPYRIGHT 2008 5L1 SCREWED TO FIRE -RATED PLYWOOD WITH CONCEALED FLAT - HEAP 5CKEW5 DAKREL DOLT - FROVIPE HOLE IN DA5E TO ACCEPT DOLT M_,D L DOLr5 -rOF & �1 FIXTURE 'U6' /4` x 3/4" x 1/a" \IIJM ANGLE "51YLMAKK" TKIM MAKER HALF-KOUND I6110200 & DA5E #41044,5 WITH 5ATIN ALUMINUM FIN15H #020. FKOVIPE MITERED AND 12KE- KADIIJ5E1) GORNER.5 A5 NECE55AKY NO. DATE REVISION C� 0 PL2 PL1 FIRE -RATED DLOCKING (lYF) 1' / 'I/zi-II 2 SECTION 11/211= 1'-0" I I I I I I®— LJ J o � i I I I I I I I I I 1 I I 1/711 _ I I G I I I I I I I I I I I I I I — CWDI I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I w z' I I I I I I I I I I I I I I I I I I I I I , I � I I I I I I I I I I I I I I I I I I I I I — I I I I I I I I I I I I I I I �r I I I I I I I I I I I I I I I I I I I I I I I 1/2" 151M'11 /I I I I I I I I I I WD FL1 <Wr)l�) 5UKFACE MOUNTED PUFLEX KEGEFTAGLE ON EX15TING WALL -5EE ELEVATIONS FOR LOCATION `57 (2) 'I/8" THICK REMOVADLE• LEXAN PANEL5 - REAR PANEL TO DE DLACK LEXAN, FRONT FANEL. TO DE CLEAR DAKKEL DOLT - FKOVIPE HOLE IN VALANCE TO AC.•CEFT DOLT NOTE: KOUT CORP u FLUG FOR LIGHT FIXTUKE5'O1','O2','03', ANP'06' TO RECEFIACLE -CONCEAL IN MILLWORK FKOFILE OF LIGHT FIXTURE'06MOUNTED VERTICALLY IN FIN - 5EE 'LIGHTING 5CHEDULE' 5L1 5GKEWEP TO FIRE-KATED FLYWOOP WITH CONCEALEP FLAT- HEAD 5GKEW5 DARKEL DOLT - FKOVIPE HOLE IN DASE TO AGGEF-r - 130 Ur lvrrl "5TYLMARK" TRIM MAKER HALF-KOUND #110200 & DA5E I/zi-10-,14I•6 WITH 5ATIN ALUMINUM FIN151-1 IF020. FROVIDE MITERED AND FKE- KAPIU5EP CORNER5 A5 NECE55ARY dson Hudson --------------------------------------•---------------- I I I I — — — — — — — — — — I — — — — — — — — — ----------- I I ----------- i ---------------- --- — — — — — — — — — — -- I I ----------- I I I I �I I I LJ LJ I I I I I I I I LJ LJ FKOFILE OF LIGHT I I FIXTURE'03' - 5EE I I I I I I __-CEILING FLAN (-YF) I I I I I I I I — METAL I"L.AOUE FOR I I I I — MAGAZINE CATAGOKY — I I SIGNAGE-FUKNI5HED -- _-- I I I I I I I I I I I I I I I I I - _ __ DY AHICOM 51GN5 (TYF)= I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I _ I I I I I I I I I I I I I I I I I I I I I I 4;- I I I I 4VP1 I I I I I I RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE_ IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA ELEVATION. 11/2" = 1'-0" !•. % ETALU NA ��f��f���f��-f-'f��'f'� :::f::f=..f.. Architecture & Deskin P.C. 1665 Hiahwa 588 Ellisville. Iv1S 39437 0 TEL 6U1.)I } c c c.6>U9 h �`�' � ,,.�: ;'•.�'.f�. FAX 6U 1.763.4886 d 4 I mmilulgilnNlN�flh��l r� �3,°'s, �; �� ��� ! f , f •:: f www.METALUNAarchi-tects.com ETALUNAarchitects.com C _ f f f f yf ' f f f f f 1 f f f f f %, "! email; metaluna(G,minds rin .com THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. a COPYRIGHT 2008 3 PLAN SECTION 111=11-011 I I j — I - I W D I I I I I� I 3/," 5LOT5 _ �} I I -- COOLER p I I I � I � T I c• I I I = I LOUVER w SURE \ i;� ' - 0 '' I OUT- �I I II ' I + FLUSF-I ERS 2 ERS —�M"f2 IN PROFILE OF SECURE REMOVABLE PANEL SIDE OF ENCLO WITH SLOTTED CLIPS T ALLOW PANEL TO LIFT TYK T'WO EACH SIDE f LATFORM W/ CAST (LARGER GUM COOL HAVE BUILT-IN CA5TER5-VERIFY) l 3" = 1'-011 SECTION 11/2° =1'-0° Hudson News - Hudson BookseHers t m 011 — RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA X 11/2" PROFILE OF COOLER 110 GDM 45 291/2" X 51" ' X 3 PLAN SECTION 111=11-011 I I j — I - I W D I I I I I� I 3/," 5LOT5 _ �} I I -- COOLER p I I I � I � T I c• I I I = I LOUVER w SURE \ i;� ' - 0 '' I OUT- �I I II ' I + FLUSF-I ERS 2 ERS —�M"f2 IN PROFILE OF SECURE REMOVABLE PANEL SIDE OF ENCLO WITH SLOTTED CLIPS T ALLOW PANEL TO LIFT TYK T'WO EACH SIDE f LATFORM W/ CAST (LARGER GUM COOL HAVE BUILT-IN CA5TER5-VERIFY) l 3" = 1'-011 SECTION 11/2° =1'-0° Hudson News - Hudson BookseHers t m 011 — RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA F - f - ALU NA - A�� ,r `.•: r" chi lect�rr c Design PC. l e :..:.. . '.. -.. -• - � � ,� �- :�i:, 1 i �����;�7 n!uh jTi� r' f` f1665 Highway 538 .. ::'` r-•:f�::•�.r-.. ' Ellisville, MS 39437% i'� � �. ";..Ih I � ��� i� ' ^�'�i� .�v ��„I�„ ��Pi �:'^ f••�'r+'r'', : •`r-'' TEL 601.914.6909 h u aY FAX 6U 1.763,486 . • • � i -�-� �” NIIININII� I '� ���";;i, �i�,i� it • ::�::: f 7� IVU i i www,METALUNAarchitects.com r• f.e ee. r.. r... f... email: metalunac�min l r' cs In .com P - r . f.. f.. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 HOLES IN SIDE FANEL5 10 ACCEFT 5HELF FIH5 (TYP) ADJU5TADl_E SHELF ON SHELF FINS DAKKEL DOLI - FKOVIDE HOLE IN DA5E T'0 ACCEPT DOLT (TYF) k3 PLAN 11/2" = 11-0" oft SECTION 11/2" = 1'-D" r RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL NA_ AIRPORT SANFORD, FLORIDA 5UKFACE MOUNTED DUFLEX ( ECEFTACLE ON EXI5'miG NALL -5EE ELEVA'rioN5 FOR _OCATIoN ;2) 1/5' THICK REMOVADLE _EXAM FANEL5 - PEAK FANEL TO DE DLACK LEXAN, FRONT 'ANEL TO DE CLEAR 3AKKEL DOLT - FKOVIDE dOLE IN VALANCE TO ACCEFT 5OLT 'ROFILE OF LIGHT =1X'fUKE'01' - 5EE ;FILING FLAN (Tyr) ''THICK ADJU5TADLE SHELF /ITH HARDWOOD EDGES ON >HELF r'IN5 W/ 5ATIN IICKEL FIN15H ("TYP) _E: T CORD & FLUG FOR LIGHT UKEE)'01','02','0 , AND'06 ;ECEFfACLE -CONCEAL 11LLWORK OLE5 2" O.C. VERTICALL'( ACCEFT SHELF FINS STAIN IN51DE OF HOLES MATCH ADJACENT KEA 5� SCREwEDTO KE-KA'rED FL(WOOF) ITH CONCEALED FLAT - EAP 5CKEW5 �OFILE OF LIGHT X"rUKE'O6' MOUNTED KTICALL( IN FIN �EE'LIGH*mio- �HEDULE' �RKEL DOLT - FROVIDE )LE IN DA5E 'IU ACCE(2'r D LT TYLMARK" TRIM MAKER 1LF-KOUND #110200 & i5E #410.14 5 WITH 5ATIN _UMINUM F1N15H IA020. ,OVIDE MITERED AND FKE- �PIUSED COKHEK5 A5 -CE55ARY ELEVATION 11/2" :1'-0" izV-n, 3 ELEVATION 1/2" = 11-0° CONT. CONCEALED LEAF HINGE #21283A, DY POTON. FROVIDE FALL cA-rcr1 FOP —7 GATE 7 ELEVATION 1/211=11-011 f. f. METLUNA -::-f-F-: Architecture & Design P.C. f f f 1665 Highway 588 Ellisville MS 39437 : � � a ISI . •.. _. -.. TEL 601.9 I }.6)U) FAX 601. /63.4886 r i7- dlive III�r n z 1 MJ��� ��Nlkl@� tlNIlh:�p991Iilli�� �C sy yt Ilb til �9r. �II r�i4'kpl�ln" 1�h�� ■ �Ir k �+ I.S q ,rr z hii 1 I www,M ETALU NAarchitects,com em*I: metal una@mindspring.commindsP ring.co m THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. sC COPYRIGHT 2008 PLAN 1/211= 11-011 4 ELEVATION 1/211 = 11-011 8 ELEVATION 1/211=11-011 i i F-2.4 ....; NT5 5 ELEVATION 1/211=1'-0° J 4 3 '41 V -4 V -4 F-2.4 i i i i AL1 5L1 AL1 SLI cA5rF-, 7 ELEVATION 1/211=11-011 f. f. METLUNA -::-f-F-: Architecture & Design P.C. f f f 1665 Highway 588 Ellisville MS 39437 : � � a ISI . •.. _. -.. TEL 601.9 I }.6)U) FAX 601. /63.4886 r i7- dlive III�r n z 1 MJ��� ��Nlkl@� tlNIlh:�p991Iilli�� �C sy yt Ilb til �9r. �II r�i4'kpl�ln" 1�h�� ■ �Ir k �+ I.S q ,rr z hii 1 I www,M ETALU NAarchitects,com em*I: metal una@mindspring.commindsP ring.co m THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. sC COPYRIGHT 2008 PLAN 1/211= 11-011 4 ELEVATION 1/211 = 11-011 8 ELEVATION 1/211=11-011 i i F-2.4 ....; NT5 5 ELEVATION 1/211=1'-0° J 4 3 '41 V -4 V -4 F-2.4 Vo ELEVATION 1/211 11-0t1 6 6 6 F-2.4 F-2,4 F-2.4 ELEVATION 1/211= 110' RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL 1 i i AL1 5L1 AL1 SLI Ml"2 i M r2 M'i2 Vo ELEVATION 1/211 11-0t1 6 6 6 F-2.4 F-2,4 F-2.4 ELEVATION 1/211= 110' RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL 1 — WD"1 — Q c- I/4" CL.FAF; L XArI �rIGLED PIVIDFRS MIH ROLiSHEDAMD —� =ASF0 FPGFD VARIES SECTION 1-1/211-1'-0" V-9 7/8" 81/81, WD1 WD1 5 —� N SS1 BRACKET EVERY 42" SS1 17 - OC - SLI g 112" L' 1/4" CLEAR LF_XAH AtIGLEP PIVIDER5 WITH FOL15HEO AHD EA5EP N FPGFS Ln WD1 REMOVABLE -0 MASONITE _ N PANEL, TYP. WD1� � � WD1 Oo W D 1 Ch SPYLMAF;:TRArK HEADER. IF C7 #It0006'ritll511 #020 - APAOrA13LE 5HBLP OH 5HrLF RI115 1/4" 1=R 5 85fRA1F 51LIPIHO DOOR WD1 N 3" 3'-2" 3" 6 SECTION 1-1/2'1=1'-011 THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 PL1 MT2 0 V-2 3/4" o SL1 "v- CV 0 0 — 4 1 /2" 4" PL1 _ EMLMAKK I F'ACK HEAPER 411000L'.PIHI0FI X02.0 _ MT1 N MT2" d PL'1— PL1 – Ln 2" 2'-2"2" 6" 9 SECTION *.1 SECTION 3" 3'-2" 3" 6 SECTION 1-1/2'1=1'-011 THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 PL1 MT2 _ SECTION 1-1/211=11.011 SL1 "v- SL — 1 WD 1 10 1/2" — C _ SECTION 1-1/211=11.011 R SECTION 1.1/2"=1'-0" "BEST" CAM LOCK 1 WD1 L1 in I MT2 "rAl'ERED 5HKOUD OVER 2" DIA. 5FRING LOADED CA5TEK FIN15H GKAY, MOPE L 176A (3Y C13M INDU5-rKIE5 MOUNTED ON ANGLE BLOCK TO ALLOW EA ROLLING IN ARC- FIN GRAY, MODEL 176A E IND1_15-rKIE5 2 350' TWIN BALL CA A5 MANE BY HAFELI MODEL#244,20.120 9 SECTION "1-1/2"=11-0" U 1a SECTION 6"=1' -OI I Hudson News -Hudson Booksellers GALLERIE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 13 SECTION - 6.,=v -0. F_ASED EDGES, TY F. N 551 i FLR. CHEF. 12 SECTION L SECTION 220 2 POSITION CASHWRAP FCAS AWN DATE ECKED JOB NUMBER HWRAP DETAILS F-2.4 SL1 "v- d' c� EQ. EQ. EQ. 7" EQ. c� I ,11 rl R SECTION 1.1/2"=1'-0" "BEST" CAM LOCK 1 WD1 L1 in I MT2 "rAl'ERED 5HKOUD OVER 2" DIA. 5FRING LOADED CA5TEK FIN15H GKAY, MOPE L 176A (3Y C13M INDU5-rKIE5 MOUNTED ON ANGLE BLOCK TO ALLOW EA ROLLING IN ARC- FIN GRAY, MODEL 176A E IND1_15-rKIE5 2 350' TWIN BALL CA A5 MANE BY HAFELI MODEL#244,20.120 9 SECTION "1-1/2"=11-0" U 1a SECTION 6"=1' -OI I Hudson News -Hudson Booksellers GALLERIE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 13 SECTION - 6.,=v -0. F_ASED EDGES, TY F. N 551 i FLR. CHEF. 12 SECTION L SECTION 220 2 POSITION CASHWRAP FCAS AWN DATE ECKED JOB NUMBER HWRAP DETAILS F-2.4 12 ELEVATION 11/2" = V-0" (Z- 330 rrirn DALL DEARING, SWIVEL RING 5Y RICHELIEU //'3010 (200 kg LOAF RATING) DELOW BIESSE CUT PARTS (5) STACKED TO FORM 13A5E (SEE SECTION T -H15 5HEET) TEF1_OIN'5Ur'EKGIPE5' SHEPARD #9468 38rnrn BASE THKEAPEP INTO METAL INSERT, TYK. 311 = 11-011 6 ELEVATION 11/2" = V-0" I,_C�)II 7 TOP PLAN 11/2" = V-0" f f f % f % f•' MFTALUNA Architecture & Design P.C. f' 166.5 Highway 588 _ _ _ _ _ ., _.: r ro�r�.,,„xi Y"r F4�n � �` �4i' (i � � Gli w�'� i � �•.:•:,. :•:_•. EIIIsville, MS 39 43 / TEL 601.914.6909;Il FAX 601.763.4886 Az �rl�ar .•:,�""—� ��� i i+.A�!���nPIU��':III�III��O�I�l71i -almW�i sa u'Itilil�ulluuW%.�ii l��nkM�dih'% www METAL UNAa c to _t�. r hi s corn `f` ._f` _ f email: aminPin d metal u n s L.cora o 11-1 -11911 11—.I 1/911 1 1/211 = 11^011 d560 rn rn DA I_ L DEARING SWIVEL RING 13YRICHELIEU #3010 (200 kg — LOAP RA -LING) DELOW 16 GA. ZINC PLATE W/ SATIN ALUM. — POWPEKGOAT FINISH TO MATCH �MT2 M1'1 ,WPI 5L1 THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 11/2° =11-011 SECTIONAft 11/2" = 11-011 II.61I - 0550mmDALL -------------- DEARING SWIVEL RING FAY RICHELIEU #3010 (200 kg ��,1 N r — CMT'1 ADOVE LOAD BATING) DELOW I _ \ ;x / DIE55E CU"r PARTS \ �, (5) STACKED TO FORM FA5E (SEE 5ECTION 1 1 _ THIS SHEET) / 1 ACCE55 HOLE A5 KEQ'P TO SECURE �/. X �� I KING —-`--------------- ��� 1�. 2 F-2.5 0 1/2 —�WP1 1 1/2" 1 -RIM FLAT 11/411 11/2" 1'-111/2" 11/41, f KOFILE, TOK FIECES )I ISI ONLY. —__ -- WPD1 1/2" HARPWOD h'ULLN05E, SIDE FIECE5 O N I.Y. - ----4,— _ NOTE: GRAIN TO RUN VERTICAL -- — N0"rE: ALL PLYWOOD AND LAMINATE TO 13E ---- -- _ FIRE KATEP ( r - IJ5E PKEFOKMED RAPIU5 CORNERS (J SHAPE) w KAPIU5ED 'L_ GORNEK5 J/4, 2 ELEVATION 111 = 11-011 5 BASE KICK PLANSECTION PLAN 11/211®11^0 11 111�11�011 Hudson News - Hudson Booksellerc. Lwak A A - "-p p RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC ,DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA MTi - U5E PREFORMED RAPIU 5 CORNERS (J 5HAPE) KICK DELOW FLATTOP ASOVE VOID -w61 4 F-2.5 K=3" TYK 1'1/10 a1/A,I 4 D TA HALF SCALE I L — BULLNOSE EDGE LOW V LVIl I\I IIUJ A5 KEQ'P 2 SECTION 111=11»011 NT5 DRAWN DATE CHECKED JOB NUMBER PINWHEEL GONDOLA KEY / MAGNET UNIT F-2.5 LINE OF LAKGE TADLE DELOW PLAN - 11/2" =1'-0" F PLAN- LARGE TABLE (1 REQ'D) `'--- 1 1/2" = .1,_0 PLAN 11/2' =1'-0" 2'-11" r---r----------------------------------------------r--� I I 1 L ---------------------------------- -----------JI I I F- '-r--I I I I I I I I I IO I I 1 I I I I I I I I I I I WDI�- I I I I I I 1 I I I I I I I I I I I I I I 1 I I I 2" WIDE HAKDWOOD — _r� EDGE5 TYR r-------------------------------------------I--i ---------------------------------- 15 PLAN- SMALL TABLE (2 REQ'D) '1 1/2" =1'-0" .f. f.F.f.f.f. .r. M ETALU NA Architecture Glc Design P.C.f f f f r r f f f f f f r r r f f f 1665 Highway 588�1,7�' Highway .. + . . �. i � ,. :.Y.— :W� � 4!I ""�'� r� rdr Qi p���"V.;'�:I .. ..1•r}•.+ •+ . f Ellisv111e, MS 39437 TEL 601.914.6909 FAX 601.763.4886 ipµlHHu:, + �•f ••. �-.•f -•f ••. WW C C..1. f. f. wME� LJ _hite_z _o A NA�r �. m email: metal unaCc� minds rin o .c m f.. r f.. f f.. f f f'..F.....f'..;.. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 J'-61 '11/2" DIA.,'rYF.. 4 ELEVATION 11/2" =1'-0" NO. DATE REVISION 2'-5" 2" 8 ELEVATION 1 1/2" 8" 11/2" 5 ELEVATION '11/2" =1'-0" 2'-0° 2'-0" I SECTION 11/2" = 1'-0" N ELEVATION 11/2' =1' r -- — — — — — — — — —— — —® 2'_0 SECTION 1 1/2" =1'-0" Hudson News - Hudson G"A' L L E10, 1* —1 E Nt RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE_ IN TERMINAL E -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL_ AIRPORT SANFORD, FLORIDA d-, NOTE: INSTALL TABLE ON CASTER - VERIFY WITH TENANT REP. 6 SECTION 11/2" =1'-0" 1'-9" LAKGE TA13LE 1'-6" 5MALL TADLE 2° N \`n 12 SECTION 6"=v-0. �2'-b VzP 5/4,, r�LYwooD, TYI' 130TH 51DE5 2" ` I MORTI5E / -rENON JOINTS N I I 11 MORTISE AND TENON DETAIL AXONOMETRIC HARDWOOD DRAWN DATE CHECKED JUB NUMBER NESTED TABLES F-2.6 r (W D1) (WD1) MTI ELEVATION 11/2' =1' r -- — — — — — — — — —— — —® 2'_0 SECTION 1 1/2" =1'-0" Hudson News - Hudson G"A' L L E10, 1* —1 E Nt RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE_ IN TERMINAL E -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL_ AIRPORT SANFORD, FLORIDA d-, NOTE: INSTALL TABLE ON CASTER - VERIFY WITH TENANT REP. 6 SECTION 11/2" =1'-0" 1'-9" LAKGE TA13LE 1'-6" 5MALL TADLE 2° N \`n 12 SECTION 6"=v-0. �2'-b VzP 5/4,, r�LYwooD, TYI' 130TH 51DE5 2" ` I MORTI5E / -rENON JOINTS N I I 11 MORTISE AND TENON DETAIL AXONOMETRIC HARDWOOD DRAWN DATE CHECKED JUB NUMBER NESTED TABLES F-2.6 4 TIL 311 = 11-011 5 PL2 PANEL FOR LOCAL INTEREST MUKAL (GKAPHIC5 PROVIDED AND 11`15TALLED DY ANICOM SIGNS) 7'-a 1/2' E - F1JKNI5HE1) t� 3/4" 21/2" 5/4" DETAIL 3" =1'-O" PLAN 11/2" = 1'-0" THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 L. DOLTS ToP & H =1X rURE '00' 5/4" x 5/4" x ,IUM ANGLE r.'P1 FADKIC OVER KORLITE PANELS 13ARKEL DOLT - PKOVIDE HOLE IN F3A5E TO ACCEPT DOLT "5TYLMAKK" TKIM MAKER HALF-KOUND #110200 & DA5E 941041.3 WITH 5ATIH ALUMINUM FIN15H #020. PROVIDE MITERED AND F'KE- KAD11J5ED CORNERS A5 NECE55ARY FIKE-KATED row. I L� I SURFACE MOUNTED DUPLEX F3LOCKING (T'(F) KECEP,TACLE ON EXI5TING WALL -SEE ELEVATIONS FOP, LOCATION FIKE-KATED DLOCKING ('FYP) SECTION 11/211 =1'-O" f L2 f ANEL FOP, LOCAL INTEKE5T MURAL (GRAF'HIC5 PROVIDED AND INSTALLED DY ANICOM 5IGN5) DAKKEL DOLT - PROVIDI HOLE IN VALANCE TO A( DOLT NOTE: KOUT CORD & PLUG FIX'r1JKE5 '01', 102%'0 TO RECEPTACLE -CO IN MILLWORK ADJU5-rADLE GL2 5HE1 r3KAGKFT5 #2302-1 DY CHROME FIN15H. G.C. D #2077-1 AND/OR #2077 AND 5LICTION CUP #115 PROFILE OF LIGHT FIXTUKE'O6' MOUNTED VERTICALLY IN FIN - 5EE'LIG1-ITING SCHEDULE' cCP1 FAbKIC OVER KOKLITE PANE1_5 DARKEL DOLT - F'KOVIDE HOLE IN DA5E '1'O ACCEF Do Lr "5rYLMARK" TRIM MAKE HALF -ROUND #110200 6 DA5E #41044.3 WITH 5F ALUMINUM FIN15H #02C PKOVIDE MITERED AND I RADIU5ED CORNEK5 AE NECE55ARY RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA ELEVATION 11/2" =: V -O" f;. M ETALU NA f ArchiCect ,r' ,: U i � e es n P.C. b `F'•: `f •`f"`F'• 1665 Highway .588 _ _ _ Ellisville, M') 39437 •-.f•�. �� � � III � f�..f��. w � TEL 601.9 14.6909 FAX 601, 763.4886 - - 4111 cl � 4 NII9IVII VIII a f �q�d ,d I MF TALUNAarchitects.cOm ?' fr . www, r'''' email: metal a mi nds ri r�•_pm THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 L. DOLTS ToP & H =1X rURE '00' 5/4" x 5/4" x ,IUM ANGLE r.'P1 FADKIC OVER KORLITE PANELS 13ARKEL DOLT - PKOVIDE HOLE IN F3A5E TO ACCEPT DOLT "5TYLMAKK" TKIM MAKER HALF-KOUND #110200 & DA5E 941041.3 WITH 5ATIH ALUMINUM FIN15H #020. PROVIDE MITERED AND F'KE- KAD11J5ED CORNERS A5 NECE55ARY FIKE-KATED row. I L� I SURFACE MOUNTED DUPLEX F3LOCKING (T'(F) KECEP,TACLE ON EXI5TING WALL -SEE ELEVATIONS FOP, LOCATION FIKE-KATED DLOCKING ('FYP) SECTION 11/211 =1'-O" f L2 f ANEL FOP, LOCAL INTEKE5T MURAL (GRAF'HIC5 PROVIDED AND INSTALLED DY ANICOM 5IGN5) DAKKEL DOLT - PROVIDI HOLE IN VALANCE TO A( DOLT NOTE: KOUT CORD & PLUG FIX'r1JKE5 '01', 102%'0 TO RECEPTACLE -CO IN MILLWORK ADJU5-rADLE GL2 5HE1 r3KAGKFT5 #2302-1 DY CHROME FIN15H. G.C. D #2077-1 AND/OR #2077 AND 5LICTION CUP #115 PROFILE OF LIGHT FIXTUKE'O6' MOUNTED VERTICALLY IN FIN - 5EE'LIG1-ITING SCHEDULE' cCP1 FAbKIC OVER KOKLITE PANE1_5 DARKEL DOLT - F'KOVIDE HOLE IN DA5E '1'O ACCEF Do Lr "5rYLMARK" TRIM MAKE HALF -ROUND #110200 6 DA5E #41044.3 WITH 5F ALUMINUM FIN15H #02C PKOVIDE MITERED AND I RADIU5ED CORNEK5 AE NECE55ARY RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA ELEVATION 11/2" =: V -O" r. gil9G111 50LID SURFACE DA5E 552 DETAIL HALF 5CALE 6 DETAIL 311 = 11-011 c c 6 5/4" 21/2" 3/4" 1O° 311 = 11-011 3 PLAN 11/2" =11-011 f. f�. U METAL NA Architecture u Design PC. f�.%.f% . 1665 Highway 588 _ �.I,• Ellisville, MS 39 }37 TEL 601.9 1 4.6909 FAX 601.763.4886 f,. � N •III � v(�Y : "N U, Act.COM www.ME TALUN archite r r Jc f r P l in _om an minds r email rn .tal _ a P THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. .+cp' COPYRIGHT 2008 ;TYr') 5E1) STANPAKD :L E30Lr5 TOP & M FIXTURE '06 5/4" x 6/4" x'1/8" �IUM ANGLE IL" C -LINE EXTRA DUTY FANEL 5TANDAKD 5,,54" LONG, WITH ALUMINUM FIN15H ;HITECT AF ROVED EQUAL _ DOLT - FKOVIDE I DA5E TO ACCEf T DA5E DLUGRING (I Yr') 2 SECTION 11/211 = 11-011 D J r' .r. .1 ':I• �. . f. i . . L DY - f :r: ,TOIL - P: i ;.i; ----------�--------------------------------------- ----------- -------------------------- VII)l U A( \KD� .UG 2', 'C -CO lED DVIG ECCE ,CE 1ELEVATION 1112" =11-011 M1llllli RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT D SANFOR , FLORIDA i Al -r)11 31 (all q- POWELEP T0r' AND BOTTOM,1/�1--"xl" GK0MMET, T Yf'. CV v WP2 - <9 WP2 �p pwl 1 PLAN 11/2" =11-0'1 4 SECTION f. U M E TALNA ArcrriteCUr-e u Design P.C. 1665 Highway 588 r w� n4� �� II•, @YiGI Iml, - :.'F`'r Ellisvillel NIS 39437 TEL 601.91 4.6909 FAX 601.763.4886AM M III 'IJ �I I Y�IY� :- .p h ..l!.pI . c e _ . corn ETALU NAar -hit �. _ www. M email: rnPtoI� nnn nul nis p rin .co r7� F' �- •-•f •� ''f 'f -. THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 )2 )WELEP T01" ANP )"TTUM, 1/41"X111 ?OMMET, 5LEEVE T YK )2 )2 ADJ. 5HFLF )2 552 F5 0-250 CA5TEK 5 '71_'l 11 51-611 2 IDE ELEVATION 11/2" =11-01' ND2 51.2 WD2 552 GI I-111 f }� JI.611 HCl 3 FRONT ELEVATION 11/2" =11-011 AXON N-1-5 NP2 WP2 WF)2 WD2 552 METAL UNA Architecture & Design P.C. 1665 Highway 588 Ellisville, MS 39437 TEL 601.9 14.6909 FAX 601.763.4886 www. M ETALU NAarch itects.co rn email: metaluna(@rnindspring.corn THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY . . . . . . . . . . REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 L7LVC f.�rl(v � I Y r) 2 SECTION 11/2° =1'-D° 0 L RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -(DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 15LUGRINU- (I YI-) SECTION 11/211=11,011 E_D _3O E L E)'( ACTOR IC AND 3IGr15 OVIPE TO AGGEf T iG FOR LIGHT '03', AND'06' CONGEAL 1TED OVIPE 1CGEFT \CE DA5E DRAWN DATE CHECKED JOB NUMBER PAPYRUS WALL UNITS 1 �l F-4.2 -1 THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. a COPYRIGHT 2008 251-0II PLAN 2 SCALE: 1 1/2"=V-0" 2 ELEVATION SCALE: 1 1/2"=V-0" '-0" Hudson News - Hudson Booksellers Gff I A-LLERIE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA ^ AXONOMETRIC tet' FOR REFERENCE ONLY NOT TO SCALE 3 ELEVATION SCALE: 1 1/2"=V-0" '-0" 380 PAPYRUS FLOOR DISPLAY METALUNA Architecture & Design P.C. 1665 Highway 588 Ellisvillo, fvIS 39437 TEL 601.9 14.6909 FAX 601.763.4886 BOTTOM OF SHELF 01-011 FLR. REF. _E rauWAU PLAN SECTION, 11/2" ;11-011 '3 F-5. KENNETH COLE: FAINT' - 5W 6100 - KILIM BEIGE Z5y SIM. TO/ 3 ....... ............ ........... .................. ­ .............................. ........ ...................................... ....... .................... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... .. ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................ 4 ... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . ............................... .... ....................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ........... ....................... ........ ....... ........ ... ................ ........................................... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ... . . . . . ............... .................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .P.0.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . .... * . . . .. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ . . . . . . . . . . . . . . UUATTCAKBON . . . . . . . . .... ANI)15TONF_ FINISH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................................... . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . 55 ANGLE DATE CHECKED VIF JOB NUMBEH GALLERIE BACKW_RAP F-5.1 NON -ILLUMINATED SIGNAGE 13Y AN ICOM 6IGN5 il'Mi mill I'm IIII.1 1 r 11 h'1 ,I, --------II I— --I II----- -- 190a 90 COLOUR & PE510N - LAVINA 5ILK - C[)2 -1_V15-01 GLACIEK ON MPF BACKER WITH M ETA L TKIM Ln ZLINEN COKIAN 7 CC�G� M H F C� Fp_ HO PLAN SECTION, 11/2" ;11-011 '3 F-5. KENNETH COLE: FAINT' - 5W 6100 - KILIM BEIGE Z5y SIM. TO/ 3 ....... ............ ........... .................. ­ .............................. ........ ...................................... ....... .................... ....... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... .. ..................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................................................................ 4 ... ..... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ..... . . . . . . ............................... .... ....................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ........... ....................... ........ ....... ........ ... ................ ........................................... : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ................ ... . . . . . ............... .................................................................... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . * . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .P.0.. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . .. . . . . . . . . .... * . . . .. . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ............ . . . . . . . . . . . . . . UUATTCAKBON . . . . . . . . .... ANI)15TONF_ FINISH . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ...................................................... . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . 55 ANGLE 2 ELEVATION 11/2" = 11-0" ............... .................................. e.w- w. w. e e w. w. e w. eale ell eeeeeee el . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ee I'll Ze wleeeee'.".'�eeze Ze wIew'', ele, eel e . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e % . . . . . . . . . . . . . . . . . . . . . e.. e.. e.. . . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . 11 e el .1 e .1 .1 .1 al 11 11 e .1 ... .. '. ' . . p � . * --.f . ' % . ' . ' .. - ' .' . .. . .. 1. . . . . % e e f--. . wl� 11�e� w. e w, e "e, w, e e e e e e e e e eeew"'.1.1 Zeeeeeeel' ee ee w. e ee eeeeeee 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . www.METALUNAarchi'tec,ts.com email: metall-Ina@mindspring.com OF SERVICE, IS AND SHALL REMAIN rlflE PROPERTY OF ARCHITECT. 4r SE OF THE DRAWING, OR ANY RODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPO ES IN CONJUNCTION WITH THIII PROJEC*-, NOT TO BE CONSTRUED MALNUT PUBLICATION IN DEROGTIMOID T-iIS ARCHITECTS RIGHTS. \ O COPYRIGHT 2008 SS A GALLERIE TOP OF WALLE'" PNL1 �) 6FOKM - QUATTRO CARBON - 5ANF)5'rONE FINISH 1/2" X l'-,5" TY!". DY ANIC'OM 51ON5 (q) (I'Al 3OTTOM c OF SHELF 0J.011 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 3 SECTIO 11/211 = 11,011 N DRAWN DATE CHECKED JOB NUMBEH GALLERIE BACKW_RAP F-5.1 NON -ILLUMINATED SIGNAGE 13Y AN ICOM 6IGN5 Ln CC�G� M H F C� Fp_ HO SS TRIM COLOUR & DESIGN - LAVINA SILK - CD2-LVS-01 GLACIER LINEN CORIAN 7 7 . ............. ..... --- -- - - - - - - - LJ WOOD WALNUT ALNUTI JWOOD 2 ELEVATION 11/2" = 11-0" ............... .................................. e.w- w. w. e e w. w. e w. eale ell eeeeeee el . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ee I'll Ze wleeeee'.".'�eeze Ze wIew'', ele, eel e . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . e % . . . . . . . . . . . . . . . . . . . . . e.. e.. e.. . . . . . . . . . . . . . . . . . . . . . e . . . . . . . . . . . . . . . . . . . . 11 e el .1 e .1 .1 .1 al 11 11 e .1 ... .. '. ' . . p � . * --.f . ' % . ' . ' .. - ' .' . .. . .. 1. . . . . % e e f--. . wl� 11�e� w. e w, e "e, w, e e e e e e e e e eeew"'.1.1 Zeeeeeeel' ee ee w. e ee eeeeeee 1. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . www.METALUNAarchi'tec,ts.com email: metall-Ina@mindspring.com OF SERVICE, IS AND SHALL REMAIN rlflE PROPERTY OF ARCHITECT. 4r SE OF THE DRAWING, OR ANY RODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPO ES IN CONJUNCTION WITH THIII PROJEC*-, NOT TO BE CONSTRUED MALNUT PUBLICATION IN DEROGTIMOID T-iIS ARCHITECTS RIGHTS. \ O COPYRIGHT 2008 SS A GALLERIE TOP OF WALLE'" PNL1 �) 6FOKM - QUATTRO CARBON - 5ANF)5'rONE FINISH 1/2" X l'-,5" TY!". DY ANIC'OM 51ON5 (q) (I'Al 3OTTOM c OF SHELF 0J.011 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 3 SECTIO 11/211 = 11,011 N DRAWN DATE CHECKED JOB NUMBEH GALLERIE BACKW_RAP F-5.1 BOTTOM OF 5HELF (Jd 5L6 LINE OF WALNUT WOOD 5HELF DELOW ------ I 1 PLAN 5ECTION '11/2" =V-0" "3 F-5. WALNUT WOOD, Tyr, YA2 �OF LOCKING 5LIPING GLA55 DOORS IN METAL TRACK AND FRAME 5L5 KENNETH COLE: I"AINT'- 5W 6106 - KILIM BEIGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. ........... .......... ........................................................................ . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. .......... .................................................................... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... .......................................................................................... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �5POW -OUATTRO CXR50N - . . . . . . . . . . . . . . . . . . . . . . FIN15H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M -f6 55 ANGLE L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WALNUT WOOD 13HELVE5 ON 5LATWALL STANDAKP5, TYf2. MILLWORK CONTRACTOR 1-0 VERIFY WITH HUDSON EXACT NUMDEK OF 5HELVE5 AND ANY OTHER HARDWARE KEGI) FORTH15 SECTION W 1) 3 wr)25 FLK. KEE 2 ELEVATION 11/2"=T-0" ............ . . . . . . . . . . . METALUNA V7-- .................... .......... . Architecture & Design P.C. 777771 LINE OF GLA55 SHELF BELOW fi cv Ellisvillc' MS 39 4,7 L L TEL 601.914.6909piI WALNUT WOOD, Tyr, YA2 �OF LOCKING 5LIPING GLA55 DOORS IN METAL TRACK AND FRAME 5L5 KENNETH COLE: I"AINT'- 5W 6106 - KILIM BEIGE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. ........... .......... ........................................................................ . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .................. .......... .................................................................... ...... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ......... .......................................................................................... ........ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . �5POW -OUATTRO CXR50N - . . . . . . . . . . . . . . . . . . . . . . FIN15H . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . M -f6 55 ANGLE L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — WALNUT WOOD 13HELVE5 ON 5LATWALL STANDAKP5, TYf2. MILLWORK CONTRACTOR 1-0 VERIFY WITH HUDSON EXACT NUMDEK OF 5HELVE5 AND ANY OTHER HARDWARE KEGI) FORTH15 SECTION W 1) 3 wr)25 FLK. KEE 2 ELEVATION 11/2"=T-0" MT.5 ) 55 5HELF ............ . . . . . . . . . . . METALUNA .................... .......... . Architecture & Design P.C. 1665 Highway 588 Ellisvillc' MS 39 4,7 TEL 601.914.6909piI FAX 601.763.4886 Z* MEN i M "'pi . . . . . . . . . . . ... 77.- www.METALUNAarchitects.com . . . f'f' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . `'f`' il: metal Una rain I erna Jspr rig.com ............. ............... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . MT.5 ) 55 5HELF (W7 65 (M_F3) THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. @ COPYRIGHT 2008 WP6 3 FORM FANEL, IN 55 ANGLE5 AND FIN MOUNTED LE'r'rEK DY ANICOM 51GH5 91-'911 'k TOF OF WALL (F-L—IL-1) 31`ORM - OUATTKO CARBON - 5AN05TONE FIN15H 1/2" X T-5" TYF. BY ANICOM 5101\15 50TTOM y OF 5HELF FLR. REF. SECTION 11/2" = V-0" r"_Jpwi AWA " 6.Lig A _'w _rw \i RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 91-91, ri-) TOR OF WALL'� C& 6FCKM - U[JATTPO GAKDON - OANE)5TONE FIN15H 1/21, x 111-61, Tyr,. 3Y ANICOM 510N5 25 FORM I"ANEL, IN 55 ANOLE5 AND FIN MOUNTED LETTER DY ANICOM 5IGN5 CLEAT DOTTOM OF 5HELF 01-011 FLK.KE�F. 4 SECTION 11/2 if = 1'-0'• ECURE CLEAT 0 WALL 1/2" TEMF. GLA55 5HELVE5 WITH FOLISHEE) EDGES SHELVES ON 51LATWALL STANDAK0.5, TYF. MILLWORK CONTRACTOR TO VEKIFY WITH HUDSON EXACT NUME5EK OF E5HELVE5 AND ANY OTHER HARDWARE FF-Q'f) FOR TH15 SECTION Q56 (W7 65 (M_F3) THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. @ COPYRIGHT 2008 WP6 3 FORM FANEL, IN 55 ANGLE5 AND FIN MOUNTED LE'r'rEK DY ANICOM 51GH5 91-'911 'k TOF OF WALL (F-L—IL-1) 31`ORM - OUATTKO CARBON - 5AN05TONE FIN15H 1/2" X T-5" TYF. BY ANICOM 5101\15 50TTOM y OF 5HELF FLR. REF. SECTION 11/2" = V-0" r"_Jpwi AWA " 6.Lig A _'w _rw \i RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 91-91, ri-) TOR OF WALL'� C& 6FCKM - U[JATTPO GAKDON - OANE)5TONE FIN15H 1/21, x 111-61, Tyr,. 3Y ANICOM 510N5 25 FORM I"ANEL, IN 55 ANOLE5 AND FIN MOUNTED LETTER DY ANICOM 5IGN5 CLEAT DOTTOM OF 5HELF 01-011 FLK.KE�F. 4 SECTION 11/2 if = 1'-0'• ECURE CLEAT 0 WALL 4'-0" 6 FORM PANEL, IN 55 ANGLES AND PIN MOUNTED LETTER 6Y ANICOM SIGrlS FA 11/2" - V -D" F-5.3 L F-5.3 4 F-5.3 I N - - -.-� ; - : �: =' I I '' — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _17- it II �!I'+��11 ;I j � f I !I 65 511ELF M76 C ji I I I� I i I MOM ( GOLOIJK & DE51GN LAVINA 51LK - r FCP� f 4'-0" CD2-LV5-0'7 RAW 51LK WALNUT WOOD WD3 5HELVE5 ON KEGE55ED 5TANDAKD5, TYP �C1'_0" I =-5.3 1' 0" 6 LINE OF WALNUT WOOD SHELF BELOW - �__ COLOUK & DESIGN LAVINA 511-K - CD2-LV5-07 RAW SILK V' GP� -ALN JT WOOD WDb 5HELVE5 ON RECE50ED 5TANDAKD5, 1 -YF, 55 MTS _ - LA CTI O N wALNu r wooD, �wD3 Tyr. 6 FORM PANEL, IN 55 ANGLES AND PIN MOUNTED LETTER 6Y ANICOM SIGrlS FA 11/2" - V -D" F-5.3 L F-5.3 4 F-5.3 M ETALU NA Architecture & Design P.C. 1665 Highway 588 Ellisville, MS 39437 TEL 601.914.6909 FAX 601.763,4886 2 ELEVATION 11/211 = 1'-0" r r r r r r r r'r �'r •r •r %r 'r '� -'r 'r 'r 'r 'r M1'.•'r M1'. •''r}'. .•`r'.r'-r `r-`r'`r-''.-•`r.`r r''r''r-''r �•`r•`? -�`r.`r.`r''r •''r r•''r •r •r •r 'r ', r..r.. www. M ETALU NAarchitects.com email: metal unaQmindspring.com THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 WF)5) 9'-9" TOP OF WALL(T PN L.1 6FOKM - QUATTKO CAKDON - 5AND5'rONE FIN15H 1/2" X 1'-6" 'FYP DY ANICOM 5IGN5 rh M F30TTOM e OF SHELF FLK. KEF. SECTION N 11/2" — 1'-0" Lff-011"_ \_ RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE_ IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 9'-911 TOP OF WALL PN L'I 3FOKM - QUAT ,r Ko CAKDON - 5AND5TONE FINISH 1/2" X 1'-3" 'IYP. BY ANICOM 5IGN5 bor'rOM E�- M OF 5HELF FLK. KEF. F� 4 SECTION 11/2" = 1'-0" --1- KENNETH COLE: PAINT- �`� 5W 6106 KIL.IM PEIGE - - -.-� ; - : �: =' - �: IL'1• yl �: : �� 1 3FORM' JAfiT 0 r' -- �G - �ANDSr�Nt FINI.�H — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — _17- 55 ANGLE — — — — — 65 511ELF M76 C WD6 WALNUT WOOD WD3 5HELVE5 ON KEGE55ED 5TANDAKD5, TYP =-5.3 -ALN JT WOOD WDb 5HELVE5 ON RECE50ED 5TANDAKD5, 1 -YF, Z �GP3 COLOIJK & DE51G LAVINA SILK - CD2-LV5-07 KAW 51LK; APPLIED To MDF DACKEK `9 (Fc P COLOUR & DE516)N - LAVINA 51LK - CD2-LV5-07 PAW 51LK; APPLIED "r0 MDF DAGKEK 7 UI�1 W Db WALNUT WOOF M ETALU NA Architecture & Design P.C. 1665 Highway 588 Ellisville, MS 39437 TEL 601.914.6909 FAX 601.763,4886 2 ELEVATION 11/211 = 1'-0" r r r r r r r r'r �'r •r •r %r 'r '� -'r 'r 'r 'r 'r M1'.•'r M1'. •''r}'. .•`r'.r'-r `r-`r'`r-''.-•`r.`r r''r''r-''r �•`r•`? -�`r.`r.`r''r •''r r•''r •r •r •r 'r ', r..r.. www. M ETALU NAarchitects.com email: metal unaQmindspring.com THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 WF)5) 9'-9" TOP OF WALL(T PN L.1 6FOKM - QUATTKO CAKDON - 5AND5'rONE FIN15H 1/2" X 1'-6" 'FYP DY ANICOM 5IGN5 rh M F30TTOM e OF SHELF FLK. KEF. SECTION N 11/2" — 1'-0" Lff-011"_ \_ RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE_ IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 9'-911 TOP OF WALL PN L'I 3FOKM - QUAT ,r Ko CAKDON - 5AND5TONE FINISH 1/2" X 1'-3" 'IYP. BY ANICOM 5IGN5 bor'rOM E�- M OF 5HELF FLK. KEF. F� 4 SECTION 11/2" = 1'-0" --1- f3'-0'• BOTTOM OF SHELF 0'-0" FLR. REF PLASECTION TYP DOOR5INMETAL TKAGKAND FKAME 11/2" - V-0" 2 -KPF 2 ELEVATION 11/2" _ V-0" THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. 042 COPYRIGHT 2008 �_NLi 'ORM f ANEL, IN 55 ANGLES ICS PIN MOUNTED LETTER BY IIcoM 5101\15 TOP OF WALL rlL 3FORM - UIJATTKO CARBON - 5AND5TONE FIN15H 1/2" X 1'-3" TYP. BY ANIGOM 51015 d'-0" � MT BO'F'FOM C � OF 5r-IELF FLK, REF. Er SECTION. 11/2" = 1'-0'' - 1 - Orin, � F'.E CLEAT '\LL RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA TOP OF WALL PNL� 3FOKM - QUATTRO C,AKDON - 5ANDSTONE FIN15H 1/2" X TYP BY ANICOM 510- 1`15 8'-0" 60TTOM �r OF 5HELF FLK, F?EF. 4 SECTION 11/2" = 1'-0" URE GLEAT ,TALL pg����U - 11/2" = 11-0" THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 5 FORM PANEL, IN 55 ANGLES AND FIN MOUNTED LETTER DY ANICOM 51GH5 9'-9" A, TOP OF WALL •r PSI L'1 6FOKM - OUAT'TKO CAPBON - 5AND51"ONE FIN15H 1/2" X 1'-3" TYF. 6Y ANICOM 51GN5 61-0" rk DOTTO M OF 5HELF 0'-0" FLK. PEF. 3 SECTION N 11/2" =1'-011 Wilro Tfl''Mll I Zlill U'*� Jov - - RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA TOF OF WALL'r cN L'1 5FOPM - QUATTPO CAKDON - 5AND5FONE FIN15H 1/2." X 1'-3" TYF. BY ANICOM 51GN5 DOTTOM E OF 51-1ELF FLP. PEF. c 4 SECTION 11/2" = 1'-0" 4I I I`III HIM I N I I I Al 1 I— — IIYYN H I I I H 11H I I! klLjl 1111 II,, tI I IIi I Ill IIII OM Inl 111, ` i HII II C01 01 JP & DESIGN - LAVINA 51LK Frr� O" CD2-LV5-07 KAW SILK �o L; 1 1 01 1.0 l V Y 1, lI n' LINE OF WALNUT COLOUK v DE51GN - LAVINA 51LK - CD2-LV5-07 RAW SILK I. WOOD SHELF DEL04V I �:c:.::y_:.., � I� •i I '•I`I'I, C � � rL L JJ I JJ W LAC I YF N. WOOD, WDA PLAN 311 pg����U - 11/2" = 11-0" THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 5 FORM PANEL, IN 55 ANGLES AND FIN MOUNTED LETTER DY ANICOM 51GH5 9'-9" A, TOP OF WALL •r PSI L'1 6FOKM - OUAT'TKO CAPBON - 5AND51"ONE FIN15H 1/2" X 1'-3" TYF. 6Y ANICOM 51GN5 61-0" rk DOTTO M OF 5HELF 0'-0" FLK. PEF. 3 SECTION N 11/2" =1'-011 Wilro Tfl''Mll I Zlill U'*� Jov - - RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA TOF OF WALL'r cN L'1 5FOPM - QUATTPO CAKDON - 5AND5FONE FIN15H 1/2." X 1'-3" TYF. BY ANICOM 51GN5 DOTTOM E OF 51-1ELF FLP. PEF. c 4 SECTION 11/2" = 1'-0" Sim. 6'-0" 6" 'DI -011 2 .............................. (D 00 61131- 511 1 1-711 611 FORMICA LAMINATE (BLACK 909-58) LINEN CORIAN PLAN SCALE- 3/411 1 1-011 FORMICA LAMINATE (BLACK 909-58) FORMICA .AMINATE (BLACK 909-58) ELEVATION SCALE: 3/411 11-011 V-7" V-4" 1/2" 611 1 _ T __ T_ 21-1011 1/2" JTURA METAL ORNER TRIM, TYP. 11\11:1\1 r-ORIAN 3 ELEVATION SCALE: 3/411 11-011 FORMICA LAMINATE (BLACK 909-58) ATTACH FACE OF DRAWER WITH 2 RAFFLE PULL (10 TEE NUTS & V I 00 (y) 7- t. I I - - - ---- - - - .. ... .. .. HAFELE PULL .......... . ... ... 5 3/8" 1'-6 1/4" 133/8 S ELEVATION DETAIL SCALE: 1 112" = 1 '-011 MACHINE SCREWS PRIOR FUTURA METAL TO PLAM o CORNER TRIM 00 FORMICA LAMINATE (BLACK 909-58) F1 C1 F( (E All ........... _T METALUNA N % . . . . . . LINEN Architecture & Design PC. PLACED IN FIELD AND COORDINATED WITH -TENANTS EQUIPMENT_` 1665 Highway 588 Plisville, MS 39437 --T[S-&UE _. I (y) _ -1�--HAFELE-PRECISIOrFDRAWER*SLfDE-,,—L 11 I TEL 601.9 14.6909 FAX 601.763.4886 60 L0 . . . Arg BAG TI HAEELE=CIStQ&_aRAWER_SLDLEB_ T�4 2 II . ... . .......... 111�1 11" ANN N r1 TERRY HINGE 1 H08 -99E60 ... .. www,METALUNAarchitects.com .... email: me.taluna(gminds pring.com FORMICA LAMINATE (BLACK 909-58) F1 C1 F( (E All SECTION SCALE: 1 112" = V-011 THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 4 ELEVATION SCALE: 3/411 11-011 2'-10" A* - WALNUT WOOD GC TO COORDINATE ALL POWER AND DATA REQUIREMENT WITH TENANT REP FUTURA METAL CORNER TRIM, TYP. 21-011 7 SECTION SCALE: 1 112" = 1 '-011 1� Jk FUTURA METAL CORNER TRIM, TYP- WALNUT WOOD 21-511 16018�10 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL -DOMESTIC DEPARTURES- UPPER LEVEL B ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA SCALE: 1 11211 1'-0" WALNUT WOOD FORMICA LAMINATE (BLACK 909-58) 7 _T C4 -_ N LINEN CORIAN 2" BLACK PLASTIC GROMMET TO BE PLACED IN FIELD AND COORDINATED WITH -TENANTS EQUIPMENT_` l ii --T[S-&UE _. I (y) _ -1�--HAFELE-PRECISIOrFDRAWER*SLfDE-,,—L 11 I . .... . .. 60 L0 BAG TI HAEELE=CIStQ&_aRAWER_SLDLEB_ II N r1 TERRY HINGE 1 H08 -99E60 c() ACCESS PAMEL-FOR W I IRE RACEWAY� WIRE RACEWAY 11-911 SECTION SCALE: 1 112" = V-011 THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 4 ELEVATION SCALE: 3/411 11-011 2'-10" A* - WALNUT WOOD GC TO COORDINATE ALL POWER AND DATA REQUIREMENT WITH TENANT REP FUTURA METAL CORNER TRIM, TYP. 21-011 7 SECTION SCALE: 1 112" = 1 '-011 1� Jk FUTURA METAL CORNER TRIM, TYP- WALNUT WOOD 21-511 16018�10 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL -DOMESTIC DEPARTURES- UPPER LEVEL B ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA SCALE: 1 11211 1'-0" WALNUT WOOD FORMICA LAMINATE (BLACK 909-58) a 42 - I "a 'A mom: 'NOTE: WORK WITH HUDSON TO CREATE DIVIDERS FOR SOME OF THE SHELVING' I HORIZONTAL EXTRUDED SS EXTRUDED 1 3 2 -6 1 3 TUBING WELDED TO SS TUBING J I VERTICAL POSTS FORMICA LAMINATE (WHITE 949-58) WALNUT WOOD - WD3 EXTRUDED SS TUBING FORMICA LAM (WHITE 949-58 WALNUT WOC WD3 If PLAN (WITH SHELF 7, SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 5'-2 1/2" 0'-0" 3/4" EXTRUDED SS TUBING WELDED TO HORIZONTAL POSTS - Q-) o I N M F NA ! -•.f -•.r -..r... -•.r -•.r-.. f f f f r f --. •.,f•.. ••.r-., I r -.,f-.,f-., f f-., •.r'•.r-•.r-•.r-�. Architecture & Desig n PC. f r ••r `r •'r `r ••r -'f-'' If PLAN (WITH SHELF 7, SCALE: 3/4" = 1'-0" SCALE: 3/4" = 1'-0" 5'-2 1/2" 0'-0" 3/4" EXTRUDED SS TUBING WELDED TO HORIZONTAL POSTS 1 1/2" 3'-0" N t r- M F NA ! -•.f -•.r -..r... -•.r -•.r-.. f f f f r f --. •.,f•.. ••.r-., _TA_U -.,f-.,f-., f f-., •.r'•.r-•.r-•.r-�. Architecture & Desig n PC. f r ••r `r •'r `r ••r -'f-'' r hwa r 1665 Hi- / 588 � ,. t a•^Y., r�....:a�_. A.^i"R lli� ��I SII ,pni r rli �. F��'l� � •'f : • - _ 3 _ Ellisville, MS � }3/ o w.:„ 1��a ;� 1 1/2" M.'; �:;'�ro��i���pp'� 7 lid' ��-•--- �YYI A� uY,,, '. �r �f 'r �, ' TEL 601.9 14.6909 1�II f r FAX 601.763.4886 I°P � .. d � � J��h�i9M I�� 'f�'f�• � �. ��: r' -.. � � h G r J I IIB�IINNI xgg � ' � U � f--'f-`f•�"f � ^a.' 6e■■biz■■ e... e�-a- � ���„r�r, h' ��II��y,•�i�'�ryl�p1�'����uliil�':,,..,, �I��,, e C ` C www. M ETALU NAarchit_t _�.om r'r-.r -..f-.. �r � I rin r email: meta u amind. n P �� f-.. 1 1/2" 3'-0" N t r- Z FORMICA WHITE — LAMINATE(( / 949-58) Ilh � it l{ li. OPEN N co I _ 2'-1 1/2" o N 3/4" 3/4" (� 1 1/2" 2 PLAN (WITHOUT SHELF) SCALE: 3/4" = 1'-0" ELEVATION SCALE: 3/4" = 1'-0" THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 EXTRUDED SS TUBING FORMICA LAMINATE (WHITE 949-58) WALNUT WOOD WD3 HORIZONTAL SS TUBING W VERTICAL PO 3/4" EXTRUD TUBING WELI HORIZONTAL VERTICAL EX SS TUBING WD3 WALNU- WOOD rj SECTION SCALE: 1 1/2" = 1'-0" 00 4'-11 1/2" RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD FLORIDA crib AA If`A I ARA IN ATC 2'-2 3/4" 6 SHELF DETAIL SCALE: 1 1/2" = 1'-0" 1" 1'-0 3/4" 1" FORMICA LAMINATE t- (WHITE 949-58) 8 _ I - ------------------------------ - 1'-2 3/4" �J c� 0 r- 7 SHELF DETAIL SCALE: 1 1/2" = 1'-0" 7-0 3/4" 1" 8 SHELF SECTION SCALE: 1 1/2" = 1'-0" FORMICA LAMINATE (WHITE 949-58); ONE LAYER EACH SIDE OF MDF CORE VI1/"\YYIV Vr11 I. CHECKED JOBNUMBER GALLERIE - FLOOR FIXTURES MOBILE TIERED SHELVING DISPLAY F-5.7 t I Z FORMICA WHITE — LAMINATE(( / 949-58) Ilh � it l{ li. 8 SHELF SECTION SCALE: 1 1/2" = 1'-0" FORMICA LAMINATE (WHITE 949-58); ONE LAYER EACH SIDE OF MDF CORE VI1/"\YYIV Vr11 I. CHECKED JOBNUMBER GALLERIE - FLOOR FIXTURES MOBILE TIERED SHELVING DISPLAY F-5.7 3 3/4" 3 3/4" + HORIZONTAL 11/2" 6-2 1/2" EXTRUDED SS �+ 1��, 1�� Q MOBILE NESTING TABLES TUBING WELDED -7,-/ �­ I I 'I T_ , r I F_ Z-311 TO VERTICAL POSTS OPEN 21-611 1 1/211 2'-011 11 1 1/2" 1 1/2" 1 1/2" c\I -------------- - -------------------------------------- WALNUT WOOD SLATWALL ON MDF MDF BACK .......................................................... 7 WALNUTMILSLATVALLIOBSSPLAY b co -1 -1 3 WA-NUT,WOOD N co WOOD .................. ................. ........... ---------- ---------------------------------------------------- WALNUT wWOOD CV 2 6 21-611 HORIZONTAL 311 2'-0" 3 11 EXTRUDED SS TUBING WELDED TO VERTICAL PLAN 5PLAN POSTS SCALE: 3/4 1 -011 00 VERTICAL -011 EXTRUDED SCALE: 3/4 ED 3 OPEN. SS TUBING 8" 1 1/2" 9"' 1 1/21, 8" 00 00 OPEN TO WALNUT WOOD VERTICAL WALNUT WOOD TUBING WALNUT WOOD I X . ..... ...... WALNUT WOOD EXTRUDED SS BASE BELOW WALNUT WOOD 8 31-011 WALNUT WOOD 21-4f' 2'-0 7/8" EXTRUDED SS 4 EXTRUDED TUBING WALNUT" SS TUBING OPEN OPEN OPEN WOOD SECTION PLAN 01-011 01-011 SCALE: 3/4" 1 1-011 4 SCALE: 1 112" = 1 '-011 2 ELEVATION ELEVATION ELEVATION 7 ELEVATION SCALE: 3/4" = 11-011 SCALE- 3/411 1 1-011 SCALE: 3/4" 1 1-011 SCALE: 3/411 1 1-011 4 WALNUT WOOD VENEER OVER MDF 5'-2 112" ... . . . ..... OPEN Op '0 EXTRUDED '.0 EN' EXTRUDED SS TUBING $S TUBING WALNUT WOOD 2'- 0 7/8" EXTRUDED VENEER OVER + MDF SS TUBING WALNUT SLATWALL C OPEN WALNUT OPEN SLATWALL Ir OPEN OPEN. WALNUT WOOD r 01-011 WALNUT WOOD co of (_ oll 00 11 1 1/2" 21-311 1 1/2" ill 21-1 SECTION SECTION 2 ELEVATION 3 ELEVATION 4 SCALE: 1 112" = V-011 8 SCALE: 1 112 " = V -0 11 SCALE- 3/4" = V-0" SCALE: 3/4" = 1'-0" DRAWN DATE % % NO. REVISION THIS DRAWING AS AN INSTRUMENT DATE Hudson Bookseflers CHECKED JOB NUMBER dson News C OF SERVICE, IS AND SHALL REMAIN METALUNA % THE PROPERTY OF % % % INSTRUMENT NO. REMAIN N ARCHITECT. ArchiLecture & Design P.C. I I USE OF THE DRAWING, OR ANY GALLERIE 'AT E NUMBER J( B N 1665 Highway 588 REPRODUCTION THERE OF, WITHOUT GALLERIE - FLOOR FIXTURES v Ellisville, M5 39437Id , THE EXPRESS WRITTEN PERMISSION MOBILE SLATWALL DISPLAY OF THE DESIGNER IS STRICTLY MOBILE NESTED TABLES RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TEL 601.9 14.6909 PROHIBITED. SUBMISSION OR FAX 601,763.4886 DISTRIBUTION TO MEET OFFICIAL % , REGULATORY REQUIREMENTS OR UPPER LEVEL F.— TERMINAL B -DOMESTIC DEPARTURES PURPOSES IN FOR ANY OTHER IFJU: CONJUNCTION WITH THIS PROJECT IS F-5.8 NOT TO BE CONSTRUED AS t, u PUBLICATION IN DEROGATION OF THIS ORLANDO SANFORD ItrMig, MH` ��::: i % • % % ARCHITECTS RIGHTS. INTERNATIONAL AIRPORT % % www.ME':TALUNAar-chitects.com % SANFORD, FLORIDA COPYRIGHT 2008 ernail: rnetaluna@1 spring -corn % . .. ....... LIGHT FIXTURE SCHEDULE SEE COMPLE=TE LIGHT FIXTURE SCHEDULE ON SHEET E-1.0 SYMBOL DESCRIPTION M NP / M09EL # LAMP NO. 2. 5< UAK.E CABLE 5U5PEN5ION SYSTEM 52" LONG SECTIONS, (1) FLOUK;E5CENT 54 WATT HO-G5/"r5 LAMP, 120 VOLT5. 'AKTEMIDE' 2 501JAKE CABLE SUSPENSION 5Y5TEM (1) FLOUKE5CENT 54 WATT HO-G5/T5 LAMP A 2 X 2 KECE55ED PAKABOLIC LOUVER, FLUOKE5CENT LIGHT FIX"rUKE, 9 CELL; (3) 17W T8 LAMP5,12UV 'COOPER-ME"fALUX' 2OOFEK - ETAL0V-EB8 (3) '17W T8 LAMPS B1 2 X 2 KECE55ED PAKABOLIC LOUVER., FLUOKE5CENT LIGHT FIXTUKE, J CELL, (-6)17W TS LAMPS, EMERGENCY BATTER',( PAC, INDICATOR LIGHT,120V C<�OPEK -ME fALUX' 2EP3GAX-3'17-120V-EB8-EM USE 'DO DINE' D50 FLUOK. EMERGENCY BALLAST (5) 17W Thi LAMPS B1 EM C 7--T1-0 DECORATIVE SCONCE W115 WATT COMPACT FLUOK. BE SELECTED SELECTED BY ARCHITECT 1 VERIFY W 4" LINE VOLTAGE COMPACT FLUOKE5CENT RECESSED FIXED DOWNLIGHT W/ WHITE BAFFLE,13W LAW 120V 'CONTECH' R120 (1) CF13W �2 5 RECESSED FIXED �} LINE VOLTAGE COMPACT FLUOREJC'ENT DOWNLIGHTW/ SPEC. CLEAR DAFFLE,'13W LAW, 120V 'CONTECH' KL20-1? SPEC, CLEAR TKIM TO MATCH 55 (1) CF'13W F2 -r LINEAR, FLUOKE5CENT, ('I) 14W Ta ARCH. FIXTURE W/ INTEGRAL BALLAST AND POWER COKD & PLUG, 120V, (15 501) 'BAKTCO' BFL255-14PCW (1) F14 -T8 01 02 LINEAR. FLUOKE5CENT, (1) 25W T& ARCH. FIXTUKE W/ INTEGRAL 13ALLA5T AND POWER. COKD & RLUG,120V (24 5/6"1) 'BAR.TCO' 5FL255-17PCW (1) F17 -r8 03 1 25W TS ARCH, LINEAK FLUOKE5CENT, (') FIXTUKE W/ INTEGKAL BALLAST AND POWER. CORP & PLUG,120V (36 5/61) BARTGO C>FL2JJ 25K'GW '� f r 5 -� - ' °USE 5TAGGERED rIXTUPE & EXTRA LONG LIFE LAMPS ABOVE GALLER(F SHELF 1 F251"5 ( ) 06 ��' LINEAR FLUOKE5CENT, (1) 65W T& AR.CH. FIXTUKE W/ INTEGRAL BALLAST AND ROWER CORD & PLUG,120V (76 YVL) BARTCO' BFL255-2525PCW (2) F25r5 X1 IH ARCHITECTURAL EDGE -LIT EXIT SIGN NOTE: ALL LIGHT FIXTURES SPECIFIED ARE TO HE PURCHASE® BY THE G.C. THROUGH THE TENANT'S LIGHTING CONSULTANT - CHARLIE AND COMPANY, CONTACT VIRGIL @ (309) 666=5643 NOTE: LIGHTS MIST HE PREPAID BEFORE DELIVERY f. f: M ETALUNA Architecture &, Design PC, 1665 Highway 588 EllisvillQ, MS 39437 � lYpp TEL 601.914.6909; II FAX 601.763.4886 �;. r ,. nAFM � her su a l 1 .�� � I • ��M � � SIA+� w` wu " 1 fly { Ipli �'IRh��l+ "W'' '-• f'` ' f com f.. f.. A rchitecis. www.ME ALU N a •n d Tin .co m P I P I }na m _t � _ma il: m a an � U h THIS DRAWING S A AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 AIRPORT CONCOURSE (LIGHTING PLAN 1/4" =1'-Q" r 1 1 RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT ORT SANFORD, FLORIDA nnnl PFNN P F MECH DA ENGINE ER N0. 0051096 FLORI� ) T PARKWAY, SUITE 300 63 5 WESTPOR A 76051 p GRAPEVINE, TEXAS 817-410-2858 FAX 817-251-8411 w cn 0 U z 0 U 0 n EM DRAWN DATE Ix /n V V 1 CHECKED JOB NUMBER MRS ELECTRICAL LIGHTING PLAN AIRPORT GATE HOLD ROOM +104 +104 TYP 2 CONDUIT AND CONDUCTORS FOR TELE- % ck,\ per' PHONE, 'AT6 CABLES AND POWER TO �E,ROUFED UNDER SLAB AS REQUIRED. % CON [fZACTOR SHALL X-RAY SLAB PRIOR p7, ' TQ S/ 1N CUTTING SLAB FOR UNSEEN S9, EL, CABLES, PIPES AND CONDUIT. ;. AIRPORT CONCOURSE L-16 J BOX FOR �\ SIGN ABOVE \ a �;y5tem 1~1or-AJ-1177 F Ratthq - 2 Rr T Ruing! Q flr L Rat irr At AMIefat Less TI"�i.n I CFM/5q fit L Ratlnq At 400 F -4 CFM/'sq ft I. Rw of Wd r4 - f+fa 3-1/4 In 16A m'46*4 T;.16,tmeq'N g( aiorraiol welr�ht bVi-150 pct) concrete ffoor v ruin 3 3J4 idi. TSI r rIankrrr q( nxindl hic;ght �e)cfete 'NO. yhol rrrrp� nrs.� ae cu��taar;tP,d #1 arrk t, �Ia�ai�reJ Gciriaa#a �zrp, f;�!7:f didarr tdf G,�rixali'� i�, �' n� Se. concmte 86.ka (020) vatgfxy in far rise f3wi_;tli�l;, �aevl��f far atms7ry of ablar,r�a>'tur�s. 2 Ihm9h Pacr mi rk Orcm et,,I pipt of cviduil '90 be ii;15 ra1led vrdntn the d sestop sptpn, A-pti �,rd MOr,dlait to c-� (lyahfir vppc6A on th SYrae9 of IrI of wall q!.jp ribly. the g11r,aO;r voce al',q R be 31.1 Tm 1he folfaiilq lives uIld 91r -5 cif met6iio f rg-_ Ix cmd6its maV bo II A stw pipe - Platt) 4 in. diafn i(rna vnxilllce) 36,u"NIC 40 (oa 31yr% ofee+l $;pII 81 cald A Nom 11 Irrw d'vn (car %ird r) f, A + or J slk 3. puckng Il o ptf erurtarol Iml! boff latr�frJfrcel dlraCif I�IrAid Info r+p rrrT a's r� p� rtuaatruit, tfI?Pa. P9rF,i"I fwl.efidl to bra rde�-VsCIT f(Aiel (op L-rrlfir«ik o@ flatf, w f(I)m both swfoc.e� d wilt as te1lui[ed ter r1c^r)mrry1,I the rel Otd this-5.fim of fill rnraiI 4, Fill; YQ or' Cavity VgLWM* - Stull:W - brim 11/2 in.. 11ur; .iwje of fill ari l{� of ,�rpli d r loin kn l rarsAtla!usl ilu;ll Ah (,olr sorloac`.s of flag Or 'Ah tx)th �Wf4C:4G 0j 'h!A HLT1 t+ NSTTiU{;110ft UIWi AI (?I'4' OF 11 Tl No - i;l?% 15, CP606 ; F5601,, F5604 a;[ FM -6PIE SerJb518( (11U(: I. Rgtigs opOl only -Rhear R;-%[ U44 is 8l vj). rt:+4C�rarY«a 4PIe. �L wfrJv5i�i'd'li'�tt i�1U[f.Idtl� �;{�-,.�c�� Rdgri4.;:i3bf trSfU. frr:, fRrlt�J 4i �� k�dsrnr,lsi3 'i�Mrah,1 w,,, at.. f7fT�. $aFEkk Grr m'sr€ aR5] I*, YL us ML lWlXdi M CORE DRILL TO E3E i-ifx L-4 L-2 03 1 03 TEL EP CONTACTOR-- L-23 ONTACTORL-23 _ r L-6,8 AIRPORT RAMP TO GATE 6 BOARDING L-10 +104 TYP ' ^ l --- -------------------- ---------------------------------`----------- ------------------- _____._.. -_. __._. ___.-.. __I__-..---------------------- 01 /01 03 _. --06---- - i I i - � -�--- ---- ---------------- ----� ---------------------- TYP TYP HORZ. TO LIGHTING. IN BASE III ;II 'I,j CONTACTOR CONDUIT AND CONDUCTORS FOR TELE-` EQUIPMENT SCHEDULE ELECTRICAL SYMBOLS AND LEGEND JUNCTION BOX - SHALL BE ACCESSIBLE_ AFTER COMPLETION OF CONSTRUCTION T D_R PHONE OUTLET MOD DATA OUTLET CR CASH REGISTER OUTLET S SINGLE POLE WALL SWITCH - MOUNT 48" ABOVE FLOOR UNLESS INDICATED OTHERWISE BY DISCONNECT SWITCH (NEMA -3R IN WET LOCATIONS) CA51-1 REGI5TEK DUPLEX RECEPTACLE MOUNTED 18" ABOVE FLOOR UNLESS NOTED OTHERWISE _ QUAD RECEPTACLE MOUNTED 18" ABOVE FLOOR UNLESS NOTED OTHERWISE IG/SS ISOLATED GROUND/SURGE SUPRESSION RECEPTACLE MOUNTED 18" ABOVE ® FLOOR, UNLESS NOTED OTHERWISE, HUBBELL # G5362 (BLUE) IG/SS ISOLATED GROUND/SURGE SUPRESSION RECEPTACLE MOUNTED 18" ABOVE 115/60/1 10.2A, NEM EM A FLOOR, UNLESS NOTED OTHERWISE, (2) HUBBELL # G5362 (BLUE) G.C. TELEVISION CONNECTION DEVICE KEFKIGEKA-TEF) CA5E CONDUIT AND WIRE (IN CONCEALED LOCATIONS WHEN POSSIBLE) - HASH MARKS _ SHOWN FORSWITCHING CLARITY ONLY. SIZE CONDUCTORS PER 2002 NEC. HOME RUNT TO PANELBOARD - SUBSCRIPT DENOTES PANEL AND CIRCUIT 3 4211 FLAT 5CKEEN PI5f LAY jDESIGNATION / T 4k "HOME RUN" TO TELEPHONE BACKBOARD - 1 " C WITH PULL CORD TO TEL -BD. VEKIFY TERMINATE ABOVE TEL -BD. FOR USE BY OTHERS. IG/SS ISOLATED GROUND/SURGE SUPRESSION CR CASH REGISTER IG ISOLATED GROUND AFF ABOVE FINISHED FLOOR _ r L-6,8 AIRPORT RAMP TO GATE 6 BOARDING L-10 +104 TYP ' ^ l --- -------------------- ---------------------------------`----------- ------------------- _____._.. -_. __._. ___.-.. __I__-..---------------------- 01 /01 03 _. --06---- - i I i - � -�--- ---- ---------------- ----� ---------------------- TYP TYP HORZ. TO LIGHTING. IN BASE III ;II 'I,j CONTACTOR CONDUIT AND CONDUCTORS FOR TELE-` EQUIPMENT SCHEDULE ELECTRICAL FURNISHED INSTALLED NO. ITEM MODEL/MANUFACTURER SIZE BY BY O CA51-1 REGI5TEK VEKIFY VEKIFY VERIFY � TENANT G.G. ® GLh55 POOR "T'RUE' GDM-4.� 51 1/2"W x 2-0 501 F) 115/60/1 10.2A, NEM EM A TENANT G.C. KEFKIGEKA-TEF) CA5E 1YF ICAL OF 2 x 78 5/8"H PLUG 5-15F 3 4211 FLAT 5CKEEN PI5f LAY TYK OF &VERIFY VERIFY VEKIFY FENAN i G.C. O DIGITAL f REOGE55OR TYE OF 2-VEKIFY VEKIFY VERIFY rENAN,r G.C. DATA & COMMUNICATION SPECIFICATIONS: COMMUNICATION: 1. PROVIDE (4) FOUR CAT 6 CABLES, WHICH INCLUDES (1) ONE GRAY CABLE FOR VOICE FROM BLDG. TELEPHONE BACKBOARD TO CASHWRAP. 2. TERMINATE (3) THREE SEPERATE PHONE LINES INTO (3) THREE SEPERATE RJ1 1 JACK WALL PLATE ON THE LOWER SECTION OF THE CASHWRAP AT THE MAIN REG- ISTER LOCATION. 3. TERMINATE (1) ONE ADDITIONAL PHONE LINE INTO A RJ1 1 WALL PLATE JACK ON THE LOWER SECTION OF EACH ADDITIONAL CASHWRAP REGISTER LOCATION. 4. PROVIDE A LABLE ON RJ1 1 WALL PLATE INDICATING THE TELEPHONE NUMBER AT EACH LOCATION. S. CERTIFY CONTINUITY OF EACH PHONE LINE. DATA: 1. RUN (1) ONE 6E PATCH LINE FROM EACH REGISTER BACK TO OWNER SUPPLIED HUB, LOCATED AT THE LOWER SECTION AT MAIN CASH REGISTER, TERMINATE WITH A MALE RJ45 AT BOTH ENDS. 2. OWNER WILL PROVIDE AND INSTALL ALL CASH REGISTERS, MODEMS AND HUBS. CONTRACTOR TO COORDINATE LOCATIONS WITH OWNER. 3. ALL DATA CABLE TO RUN UNDER THE CASHWRAP IN CONDUIT. TERMINATE CONDUIT ON THE LOWER SHELF AT EACH CASH REGISTER LOCATION. PROVIDE ENOUGH SLACK CABLE TO REACH TO THE TOP OF THE CASHWRAP AND PLUG INTO EACH CASH REG- ISTER. EGISTER. PROVIDE (1) FOOT OF SLACK CABLE AT THE MODEM HUB END OF EACH CABLE. 4. PROVIDE LABEL FOR EACH CABLE AT THE MODEM HUB END. 5. CERTIFY CONTINUITY OF EACH DATA CABLE. 1. PROVIDE (1) ONE 120 VOLT ISOLATED GROUND QUAD RECEP T ON A DEDICATED CIRCUIT ON THE LOWER SECTION OF THE CASHWRAP AT THE MAIN CASH REGISTER LOCATION. 2. PROVIDE (1) ONE 120 VOLT ISOLATED GROUND DUPLEX RECEPT ON A DEDICATED CIRCUIT ON THE LOWER SECTION OF THE CASHWRAP AT EACH ADDITIONAL CASH REG- ISTER LOCATION(S). 3. CERTIFY CONTINUITY OF EACH OUTLET. -- Z1 ------------ I ---------------------------------- ( tl 7 it � I 1 I I _ I ------------- dl tlr �I1 0h =' h a nl --- 03 L._;.i______03------------HORZ._ -—---------------- hlrr--r— TYP TYP IN BASE ;III hC IIII I II IIII I IIII I 're{, PHONE CAT 6 CABLES AND POWER TO BE ROUTED UNDEKSLAB AS REQUIRED. ' " •C ' � `<< / / ; ' IIII I I I I I I i ilI II IIII I _ IIII CONTRACTOR gHALL.X-RAY SLAB PRIOR ACTOR -1 " - -- - -- 6 , I I 1, II r_IL__-- II IIII II II IIII II TYPI I , ,;4`, 1, _—__, --P I II IIII II II IIII II II IIII .03 TO SAW CUTTING'^$LAB,FOR UNSEEN J- ----' I T\ =-[[_, - �e(1f�6 I , ; `, , -L SWITCH - `�,`, ,-------- J rr^ r-•- •_, �'� II IIII II II III II 11 IIII COOLS v \ ; _ i.. I - -- -----------1 STEEL CABLES,, PIPES AND CONDUIT. --�`'� — r SYP OUT,L , I I I I I I I I I I I II I I I I I I I I II I I I I II IIII I SEE DETAIL THIS SHE -ET ��AJ-1 177 �-j (%+ r} '/ II I IIII I II II I IIII I II 2HR RATE4'V.OR E', RR I L.St''/ 1 \ �--, � II I I II I I II II I I II I I II II IIII I ,1 11 11 h ��' IIII L-17,19, 21 DVP ' , \ ----- / 111C Vy/PULL-CORD ANR. _ONG SWEEP'. ELBOWS FOR USE BY OTHERS, ROUTED 'TO THE DVD DIGITAL BOX. FIELD -VERIFY ' S , OF DVP BOX AT JOBSITE. TYPICAL FOR `~---- --_ FOR ALL TVS THIS SIDE OF ENTRY 06 " TYP `\ \ \\.\ \✓ L-29 k TV - 3 TYP. HORZ. IN BASE THIS DRAWING AS AN INSTRUMENT OF SERVICE, IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. COPYRIGHT 2008 03 �I------------------------------------------------------------------ L-25,27 _1 I ----- J BOX FOR SIGN ABOVE ,* NO. DATE REVISION AIRPORT CONCOURSE II IIII ', II 111111 11 11 111111 II II IIII I \ II 111111 II II ylllll II pn_ _ `, II IIII I , 031 ' II 11111111 I 111 Ij I TYP 1111 1 j 1 1 , 1111 I ] 111 1111 1 -i I 11 IIII --- rL --- 03 L-35 COOLER1 �"-- OUTLET 014 TYP 06 ' TNR HORZ. IN BASE 2 J TV - 3 TYPICAL DVP 1 "C W/PULL-CORD AND LONG SWEEP - ELBOWS FOR USE BY OTHERS ROUTED TO THE DVD DIGITAL BOX. FIELD VERIFY OF DVP BOX AT JOBSITE. TYPICAL FOR FOR ALL 3 TVS THIS SIDE OF ENTRY POWER PLAN Hudson News - Hudson Booksellers �4 I "A q q 011 40A RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA 03 06 FYP---- TYP................. YP ; ., ,.. .. ----------- r=====c===_=_=i li ---------- NOTE TO CONTRACTOR: PRIOR TO BIDDING THE CONTRACTOR SHALL VISIT THE JOBSITE TO VERIFY FIELD CONDITIONS FOR HIS PARTICULAR TRADE. IF THERE ARE DISCREPANCIES IN THE CONTRACT DRAWINGS AND ACTUAL FIELD CONDITIONS THEN THE CONTRACTOR SHALL PREPARE A BIDD BASED ON ACTUAL FIELD CONDITIONS AND IMMEDIATLY INFORM THE ARCHITECT IN WRITING OF THE THE DISCREPANCIES. IF JOBSITE IS NOT VISITED PRIOR TO BIDDING THEN THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR ABOVE MENTIONED DISCREPANCIES. DON PENN, P.E. FLORIDA ENGINEER NO. 0051096 (MECH) 635 WESTPORT PARKWAY, SUITE 300 GRAPEVINE, TEXAS 76051 817-410-2858 FAX 817-251-8+11 m DRAWN DATE JVP CHECKED JOB NUMBER MRS ELECTRICAL POWER PLAN E-1.2 ELECTRICAL MATERIALS & METHODS: INSTRUCTION TO BIDDERS: 1. CONTRACTOR SHALL BASE HIS PROPOSAL FOR HIS WORK ONLY AFTER VISITING THE JOBSITE FOR ACTUAL JOB CONDITIONS WHICH MAY AFFECT WORK COVERED BY THESE SPECIFICATIONS. SUBMITTALS: 1. SUBMIT SHOP DRAWINGS & PRODUCT INFORMATION FOR THE FOLLOWING: * SERVICE & DISTRIBUTION EQUIPMENT * PROTECTIVE DEVICES * LIGHTING FIXTURES AND LAMPS * WIRING DEVICES AND COVER PLATES DISTRIBUTION EQUIPMENT: 1. DISTRIBUTION EQUIPMENT; RATED FOR 240 OR 600 VAC, 60 HZ, FAULT CURRENT INTERRUPTING CAPACITY AS INDICATED, IN AMPERES, RMS, SYMMETRICAL, BUT NOT LESS THAN 10,000 AMPS, WITH SOLID NEUTRAL GROUND (S/N); GENERAL ELECTRIC (G.E.), WESTINGHOUSE, SQUARE -D, SIEMENS-ALLIS ITE PRODUCTS, CUTLER HAMMER. 2. DISTRIBUTION EQUIPMENT USING CIRCUIT BREAKER TYPE PROTECTIVE DEVICES; BOLTED -ON OR 'SQUARE D' [-LINE DEVICES. 3. PANELBOARDS; FACTORY ASSEMBLED, MINIMUM WIDTH OF 20 INCHES, A MINIMUM DEPTH OF 5-3/4 INCHES, AND MINIMUM MAINS RATED 100 AMPERES, WITH POLE 'SPACES'; BUSSED AND READY FOR INSTALLATION OF PROTECTIVE DEVICES. CABINETS; FULL SIZED SINGLE DOORS WITH CHROMIUM PLATED COMBINATION CYLINDER LOCK AND CATCH AND TWO KEYS. "GENERAL ELECTRIC" OR EQUAL: TYPE "NLAB" W/ Q -LINE BRANCH CIRCUIT BREAKERS; TYPE "NHB" WITH E -FRAME BREAKERS. 4. PANELBOARD MAINS; COPPER OR ALUMINUM WITH BRANCH CONNECTIONS IN VERTICALLY DISTRIBUTED CONSECUTIVE PHASE SEQUENCE SUCH THAT ONE OR MULTIPLE POLE BREAKERS CAN BE MOUNTED IN ANY POSITION. SOLID NEUTRAL BUS; WITH A FEEDER LUG AND WITH A SEPARATE SET -SCREW TERMINAL FOR EACH BRANCH CIRCUIT POLE. S. PANELBOARD MOUNTING; "FOP OF ENCLOSURE 78 INCHES ABOVE THE FINISHED FLOOR/GRADE, WITH THE BOTTOM OF THE CABINET NOT CLOSER THAN 6 INCHES TO THE FLOOR/GRADE, PROPERLY ALIGNED AND SUPPORTED INDEPENDENTLY OF THE CONNECTING RACEWAYS. COMPLETE INSIDE CIRCUIT DIRECTORY CARD USING A TYPEWRITER. 6. DISCONNECT SWITCHES; 'HEAVY-DUTY' RATED WITH QUICK -MAKE AND QUICK -BREAK MECHANISMS. PROVIDE GROUND LUGS AND CODE REQUIRED ACCESSORIES. SWITCHES LOCATED OUTSIDE; 'NEMA -3R' ENCLOSED TYPE WITH LOCKING HASP. 7. PROVIDE AN ENCLOSED SWITCH FOR ELECTRICALLY SERVED EQUIPMENT. PROVIDE SWITCHES & FUSES, INCLUDING HEATER ELEMENTS, RATED PER THE CHARACTERISTICS AND NAMEPLATE RATINGS OF EQUIPMENT IN ACCORDANCE WITH CODE REQUIREMENTS, MANUFACTURER'S RECOMMENDATIONS AND CHARTS. PROVIDE SWITCHES WITH CODE REQUIRED ACCESSORIES. 8. FUSED SWITCHES IN BRANCH CIRCUITS; NON-RENEWABLE CARTRIDGE FUSES RATED 250 OR 300 VAC OR 600VAC AS FOLLOWS: * SIZES 1 - 200 AMPS: DUAL ELEMENT, CURRENT LIMITING FUSES, CLASS'RK-1', OR'RK-5', SELECTED TO PROVIDE STARTING AND LIMIT LET-THRU CURRENT. * OTHER RATINGS, SIZES OR SPECIAL APPLICATIONS AS INDICATED. 9. STATIONARY FRACTIONAL HORSEPOWER MOTORS NOT PROVIDED WITH INTEGRAL MOTOR RUNNING OVERLOAD PROTECTION, OR INHERENTLY PROTECTED BY DESIGN; SWITCHED BY A FRACTIONAL HORSEPOWER STARTER PROVIDING SUPPLEMENTARY PROTECTION. 10. STARTERS AND DISCONNECT SWITCHES; ENCLOSED QUICK -MAKE AND QUICK -BREAK MECHANISMS. 11. BRANCH CIRCUIT BREAKERS; MOLDED CASE, AUTOMATIC TRIPPING TYPE, BOLT -ON OR I -LINE CONSTRUCTION, MINIMUM FRAME SIZE OF 100 AMPS AND A MINIMUM TRIP SIZE OF 15 AMPS, CALIBRATED FOR 4OoC. PROVIDE SUITABLE TYPE BREAKERS SERVING HIGH INRUSH CIRCUITS FOR INCANDESCENT LIGHTING. 12. GROUP SINGLE -POLE BREAKERS USED FOR MULTI -WIRE CIRCUITS CONSECUTIVELY ON THE SAME SIDE OF THE CABINET. CONDUCTORS: 1. CONDUCTORS- SOFT DRAWN, ANNEALED COPPER WITH CONDUCTIVITY OF NOT LESS THAN 98 % BY 'ASTM' STANDARDS. 2. CONDUCTOR SIZE NUMBERS; AMERICAN WIRE GAUGE (AWG. SYSTEM, STANDARD TRADE SIZES. 3. CONDUCTORS; COLOR CODED PER CODE AND UTILITY CO. 4. CONDUCTORS; * No. 12 AWG SIZE AND SMALLER; SOLID. * No. 10 AWG SIZE; SOLID OR STRANDED. 'k No.8 AWG SIZE AND LARGER; STRANDED. STRANDED CONDUCTORS; CLASS 'B' OR 'C'. * CONTROL CIRCUITS; MINIMUM AWG No. 14. * POWER AND LIGHTING BRANCH CIRCUITS; AWG # 12 FOR GENERAL. CIRCUITS NOT REQUIRING DERATING OR SIZE INCREASE TO REDUCE VOLTAGE DROP. * CODING AS INDICATED: 120/208 VOLT SYSTEM: PHASE A -BLACK PHASE B -RED PHASEC-BLUE NEUTRAL -WHITE GROUND -GREEN 277/480 VOLT SYSTEM: PHASE A -BROWN PHASE B -ORANGE PHASE C -YELLOW NEUTRAL -WHITE W/TRACER GROUND -GREEN 5. USE A SPERATE LUG FOR EACH CONDUCTOR WHERE MULTIPLE CONDUCTORS ARE CONNECTED TO THE SAME ELECTRICAL TERMINAL POSITION 6. FEEDER CONDUCTORS (TO INCLUDE SUB -FEEDER); UNSPLICED THROUGHOUT THEIR LENGTH. 7. BRANCH CIRCUIT CONDUCTORS; UNSPLICED EXCEPT WHERE CIRCUITS ARE SHOWN TO DIVIDE BY THE PLANS. 8. GENERAL WIRING CONDUCTORS OPERATING AT 600 VOLTS AND BELOW; RATED 60 HERTZ, 600 VOLTS, WITH 75oC OR 9OoC INSULATION AS FOLLOWS: A. FEEDER CONDUCTORS: RATED FOR WET LOCATIONS OF 'THW', 'TFIWN' OR 'XHHW'. B. BRANCH CONDUCTORS RATED FOR: * WET LOCATIONS, OR LOCATIONS LOCATED BELOW GRADE OR ENCASED IN SLAB ON GRADE, OF 'THW', 'THWN' OR 'XHHW'. DRY LOCATIONS OF 'THW', 'THWN', 'XHHW' OR 'THHN'. C. RATED LIGHTING CONDUCTORS FOR CIRCUITS REQUIRING 9OoC RATING; 'THHN' OR 'XHHW', OR OTHER APPROVED TYPE. D. JOINTS ON CONDUCTORS RATED ABOVE 75oC; TAPED OR MADE-UP WITH MATERIALS HAVING A SUITABLE HIGH TEMPERATURE RATING. RACEWAYS: 1. INSTALL WIRING IN METALLIC, RIGID TYPE RACEWAYS. 2. RUN RACEWAYS AND CABLE CONCEALED, EXCEPT RACEWAYS IN EQUIPMENT ROOMS RUN EXPOSED. 3. RACEWAYS IN ORDINARY LOCATIONS: * BURIED BELOW GRADE OR SLAB; SCH. 40 PVC CONDUIT, EXCEPT WHERE SCH. 80 IS REQUIRED BY THE UTILITY CO. OR CODE DUE TO INSTALLATION CONFIGURATION. * INSIDE (NOT IN WET OR DAMP LOCATIONS OR EXPOSED TO MECHANICAL INJURY); STEEL, ELECTRICAL METALLIC TUBING (EMT). * EXPOSED OUTSIDE, THROUGH OUTSIDE WALL OR ROOF, OR THROUGH TWO-HOUR OR MORE RATED FIRE BARRIERS; GALVANIZED RIGID STEEL (GRS) CONDUIT MADE UP WATER TIGHT. * FINAL CONNECTION IN DRY LOCATIONS SERVING LIGHTING FIXTURES; FLEXIBLE METAL CONDUIT OR FLEXIBLE METALLIC TUBING. * CONNECTIONS TO MOTORS, OR TO COMPONENTS IN WET OR DAMP LOCATIONS, LIQUIDTIGHT FLEXIBLE METAL CONDUIT (LT FLEX). 4. RIGID STEEL GRS, AND STEEL IMC; HOT DIP GALVANIZED 5. STEEL EMT; HOT DIP GALVANIZED OUTSIDE, AND ENAMEL OR GALVANIZED FINISHED INSIDE. 6. EMT COUPLINGS AND CONNECTORS; METAL AS FOLLOWS: .k RAINTIGHT, HEX -NUT, EXPANSION- GLAND COMPRESSION STEEL, FOR ANY WET OR DAMP LOCATION OR FEEDER (OR SUB -FEEDER.. * SET -SCREW OR TAP -ON, STEEL OR CAST METAL, FOR DRY LOCATIONS. 7. CIRCULAR RACEWAYS; MINIMUM TRADE SIZE AS FOLLOWS: * 3/4 -INCH; 'HOMERUN' CIRCUIT WIRING; MORE THAN (3) CONDUCTORS. 8. SIZE RACEWAYS TO ACCOMMODATE THE ENCLOSED CONDUCTORS. 9. PROVIDE JUNCTION OR PULL BOXES TO AVOID EXCESSIVE RUNS OR BENDS BETWEEN OUTLETS, AND AT LOW POINTS IN RACEWAY RUNS. 10. SUPPORT CONCEALED CONDUIT ABOVE THE CEILING INDEPENDENTLY OF CEILING CONSTRUCTION. INSTALL CONDUITS HIGH ABOVE LAY -IN CEILINGS TO PERMIT REMOVAL OF CEILING PANELS OR EQUIPMENT. 11. INSTALL EXPOSED RACEWAYS PARALLEL OR PERPENDICULAR TO STRUCTURAL MEMBERS AND ARCHITECTURAL FEATURES. INSTALL CONCEALED CONDUIT RACEWAYS WITH AS FEW BENDS AS FEASIBLE, COORDINATED WITH STRUCTURAL, MECHANICAL AND ARCHITECTURAL REQUIREMENTS. ROUTE RACEWAYS TO AVOID 'TRAPPING' WHERE PRACTICABLE. ENCLOSURES AND BOXES: 1. EQUIPMENT ENCLOSURES, BOXES, & COVERS; GALVANIZED STEEL, MALLEABLE IRON, GRAY IRON, OR COPPER -FREE ALUMINUM. SCREWS; STAINLESS STEEL; ALUMINUM FOR ALUMINUM BOXES. 2. ENCLOSURES: * FLUSH MOUNTED WITH CONCEALED RACEWAYS OR FLUSH MOUNTED DEVICES. k SURFACE MOUNTED TYPE IN EQUIPMENT ROOMS, WITH EXPOSED RACEWAYS AND OTHER SURFACE MOUNTED DEVICES. 3. BOXES FOR USE WITH GENERAL RACEWAY SYSTEMS; 4 INCHES SQUARE OR OCTAGONAL SIZE, NOT BE LESS THAN 1-1 /2 INCHES DEEP, EXCEPT WHERE SHALLOWER BOXES ARE REQUIRED BY STRUCTURAL CONDITIONS. 4 BY 2 INCH BOXES; WHERE ONLY ONE RACEWAY ENTERS AN OUTLET BOX, OR WHERE NEEDED TO MATCH DEVICES AND/OR MOUNTING HARDWARE. 4. DO NOT USE SUSPENDED CEILING CONSTRUCTION TO SUPPORT RACEWAYS, BOXES OR OTHER ITEMS, EXCEPT AS ALLOWED BY CODE AND ACCEPTED BY THE ARCHITECT IN WRITING. DEVICES: 1. SWITCHES; STANDARD LINE STYLE, MAINTAINED, 15 OR 20 AMPS, 120- 277 VAC, QUIET OPERATING, FLUSH MOUNTING, BY LEVITON, 'SPEC - MASTER, COMMERCIAL SPEC. GRADE' SERIES, HUBBELL OR ARROW HART. 2. RECEPTACLES; STANDARD LINE STYLE, STRAIGHT BLADE, 2 -POLE, 3 - WIRE GROUNDING TYPE, RATED 125 VAC, 15 OR 20 AMPS, BY LEVITON, 'SPECMASTER, 'COMM. SPEC. GRADE' SERIES, HUBBELL OR ARROW HART. 3. DIMMER SWITCHES; RATED FOR FULL RANGE DIMMING OF 120 VAC LOADS, EITHER FLUORESCENT OR INCANDESCENT, KNOB OR SLIDE CONTROLLED W/ FULL OFF POSITION, FLUSH MOUNTABLE IN STANDARD 1 -GANG OR 2 -GANG BOXES. ARCHITECTURAL' STYLE, THIN PROFILE TYPES, BY LEVITON, 'COMM. SPEC. GRADE' SERIES, LUTRON OR LITHONIA. 4. GROUND FAULT CIRCUIT INTERRUPTED (GFCI) RECEPTACLES; U.L. LISTED FOR PERSONNEL PROTECTION AGAINST LINE -TO- GROUND SHOCK HAZARD, GFCI RECEPTS.; DUPLEX, 'DECORA STYLE' BY LEVITON, 'COMM. SPEC. GRADE', HUBBELL OR ARROW HART. 5. KEYLESS LAMPHOLDER: WHITE PORCELAIN, 660 WATTS AT 250 VOLTS; LEVITON, CAT. No. 9875-2. 6. COVER PLATES: FOR FLUSH, INSIDE, WALL MOUNTED DEVICES; LEVITON. 7. INS -FALL WIRING DEVICES WITH TOP -OF -BOX MOUNTING HEIGHTS ABOVE FINISHED FLOORS AS FOLLOWS: FOR RECEPTACLES 18 INCHES AND 48 INCHES FOR SWITCHES AS REQUIRED BY HANDICAPPED CODES. M ETALU NA f.. .• f.. r•. r n P.C.Ar _hitertu e R Design es f i ff � iI :`: f f `f 1665 Highway588 r.f.fr.f. Ellisville, MS 39437 f' �'f.'f.'f•'f-'.' TEL 60 I.) I }.6)U) FAX 601.763.4886 x� y r^ �..%, k �, r.w��k�a ilp"?I � �a �n,',� j;)'ia�i� iii,,, m..�. . f•..f.•. f•.. •:f,. ,.f,.f-•. �•:`www M FTALU NAarchitec s. corn e 1i1: et una rnln _�> >rin .com m� m al J r I O THIS DRAWING AS AN INSTRUMENT OF SERVICE IS AND SHALL REMAIN THE PROPERTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. O COPYRIGHT 2008 LIGHTING: 1. FLUORESCENT BALLASTS; HIGH POWER FACTOR (HPF) TYPE, CLASS - P' PROTECTED, SOUND RATING -A', AND ENERGY SAVING TYPE. 2. FLUORESCENT BALLASTS FOR THE MINI -LAMPS; U.L. LABELED OR ACCEPTABLE TO BUILDING OFFICIALS, ENCAPSULATED, QUIET OPERATING DESIGN IF AVAILABLE. 3. ORIENT FLUORESCENT LAMPS WITHIN THE SAME VISUAL SPACE IN THE SAME DIRECTION. GROUNDING: 1. GROUND ELECTRICAL SYSTEMS, EQUIPMENT, AND SUPPORTING STRUCTURES. PROVIDE BONDING JUMPERS WHERE NECESSARY. MECHANICALLY AND ELECTRICALLY SECURE METAL RACEWAYS AND FITTINGS, JOINTS AND CONNECTIONS AT EQUIPMENT TO PROVIDE AN GROUNDING MEANS. METAL RACEWAYS; ELECTRICALLY CONTINUOUS THROUGHOUT THEIR LENGTH FOR AN EFFECTIVE GROUNDING PATH TO THE POWER SERVICE DISCONNECT SWITCH. 2. INSTALL GROUNDING CONDUCTORS WITHOUT JOINT OR SPLICE TO THE GREATEST PRACTICAL EXTENT. 3. PROVIDE FOR EACH RACEWAY A GREEN #12 GROUNDING CONDUCTOR IN ADDITION TO BRANCH CONDUCTORS INDICATED. 4. DO NOT SPLICE MAIN BONDING JUMPER. CONFIRM THAT AMAIN BONDING JUMPER IS PROVIDED AT THE POINT OF SERVICE ONLY. 5. GROUND BOTH NEUTRAL AND GREEN ISOLATED GROUNDING TYPE CONDUCTORS FOR ISOLATED GROUNDING CIRCUITS AT ONE POINT OF GROUND OF SEPARATELY DERIVED ELECTRICAL SYSTEM. TESTING: 1. TEST INDIVIDUAL SYSTEMS AND COMPONENTS FOR FULL FUNCTIONAL REQUIREMENTS. PERFORM TESTS AS REQUIRED BY CODE, LOCAL PRACTICES, OR AS REASONABLY REQUIRED BY THE OWNER'S REPRESENTATIVE WHERE A QUESTION ARISES AS TO THE PROPER INSTALLATION OR OPERATION OF MATERIALS. 2. PROVIDE TESTING INSTRUMENTS, PROCEDURES, AND DOCUMENTATION. MISCELLANEOUS: 1. MAJOR COMPONENTS OF THE DISTRIBUTION SYSTEM SUCH AS THE PANELBOARD, DISCONNECT SWITCHES... ETC. SHALL HAVE PERMANENT NAMEPLATES FOR EQUIPMENT IDENTIFICATION. PROVIDE NAMEPLATE ON SERVICE DISCONNECT IN "TDP" PANEL AND POWER COMPANY METER TO INDICATE TENANT SPACE NUMBER AND SPACE LEVEL. 2. INSTALL RACEWAY OR CABLE, ETC. THAT PENETRATES A FIRE BARRIER, WITH MATERIALS AND METHODS APPROVED FOR APPLICATION BY BUILDING OFFICIALS. IDENTIFY EACH FIRE BARRIER FROM THE ARCHITECTURAL PLANS, AND FOR SECURE APPROVAL OF MATERIALS AND METHODS FOR EACH TYPE PENETRATION. 3. ROOF PENETRATIONS SHALL BE COORDINATED WITH LANDLORD'S REPRESENT- ATIVE, ALL ROOF CUTTING/PATCHING SHALL EB BY LANDLORD'S ROOFING CONTRACTOR AT TENANT'S EXPENSE. 4. PROVIDE APPROVED "MEANS OF DISCONNECT" FOR STOREFRONT SIGN(S). 5. PROVIDE NAMEPLATES FOR ALL ROOF MOUNTED DISCONNECT SWITCHES. WITH SPACE NAME, NUMBER AND MALL LEVEL INFORMATION. 6. PROVIDE ACCESS PANELS AT ALL LANDLORD INSTALLED ELECTRICAL DEVICES AND EQUIPMENT ABOVE HARD CEILINGS. ACCESS PANELS TO BE SIZED IN THE FIELD FOR EACH APPLICATION. TELEPHONE SYSTEM ROUGH -IN: 1. PROVIDE COMPLETE ENCLOSED RACEWAYS WITH MEASURED PULL CORDS FOR FUTURE USE BY OTHERS. PROVIDE A 1" CONDUIT FROM LANDLORD'S MAIN TERMINAL LOCATION TO TENANT'S SPACE. TEMPORARY WIRING DURING CONSTRUCTION: 1. PROVIDE TEMPORARY ELECTRICAL DISTRIBUTION WIRING AND RELATED SERVICES AS REQUIRED. 2. PAY THE COST OF ELECTRICITY FOR THE TEMPORARY SERVICE WHERE THE LANDLORD DOES NOT PAY DIRECTLY FOR THESE UTILITY SERVICES. LIGHTING CONTACTOR PANELBOARD SCHEDULE "L" MAINS: 125 A MCB VOLTAGE: 120/208V PHASE: 3 WIRE: 4 MOUNTING: SURFACE CIRC. NO. TRIP POLE DESCRIPTION CONNECTED LOAD (KVA) DESCRIPTION TRIP POLE CIRC. NO. PHASE A PHASE B PHASE C 1 20/1 LIGHTING 1.5 .8 CASH REGISTER 20/1 2 3 20/1 .6 .8 CASH REG. QUAD 20/1 4 5 20/1 1 8 8 CASH REGISTER 20/1 6 7 20/1 1.8 .8 CASH REGISTER 20/1 8 9 20/1 .9 1.6 CASH REG. QUADS 20/1 10 11 20/1 •4 .2 TELEPHONE 20/1 12 13 20/1 9 .2 LTG. CONTACTOR 20/1 14 15 20/1 WALL CASE LTS. .7 1.2 SIGNS 20/1 16 17 20/1 1.8 1.2 SIGNS 20/1 18 �19 20/1 1.8 .2 TIME CLOCK 20/1 20 21 20/1 1.8 X SPARE 20/1 22 23 20/1 1.2 X SPARE 20/1 24 25 20/1 .9 X SPARE 20/1 26 27 20/1 1.1 X SPACE 1P 28 29 20/1 TV'S 1 •2 X SPACE 1 P 30 31 20/1 1.6 X ........ . SPACE 1 P 32 33 20/1 COOLERS 1.2 X SPACE 1P �4 35 20/1 1.2 X SPACE 1P 36 37 20/1 SPARE X X ............. SPACE 1P 38 39 20/1 SPARE X X SPACE 1P 40 41 20/1 SPARE X X7 SPACE 1P 42 MIN. BREAKER A.I.C. 10,000 10.5 9.9 9.8 TOTAL CONNECT LOAD: 30.2 KVA TOTAL DEMAND LOAD: 26.2 KVA NOTE: ALL LIGHTING CIRCUITS TO BE ROUTED THRU THE LIGHTING CONTACTOR(S) AS REQUIRED. 1 " CONDUIT WITH PULL- I CORD TO AIRPORTS TENANT'S NEAREST MAIN TELEPHONE SPACEI AIRPORTS ELECTRICAL BACKBOARD AS REQUIRED. I ROOM -UTILITY E FIRST FLOOR �-� - 4' - - Ilk] � ELECTRICAL RISER DIAGRAM SCALE: NONE RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL AIRPORT SANFORD, FLORIDA DON PENN P.E. FLORIDA ENGINEER NO. 0051096MECH c ) WES'rPORT PARKWAY SUITE 300 63r � , GRAPEVINE, TEXAS 760.,1 817-410-2858 FAX 817-251-8411 DRAWN DATE JVP CHECKED JOB NUMBEH MRS ELECTRICAL RISER AND SCHEDULES E-1.3 HVAC SYMBOLS AND ABBREVIATIONS EXISTING DUCTWORK VAV-* VARIABLE AIR VOLUME NEW DUCTWORK CFM CUBIC FEET PER MINUTE FLEXIBLE DUCT 0- DIFFUSER DESIGNATION r::ftj VOLUME DAMPER Z RETURN OR EXHAUST GRILLE X SUPPLY DIFFUSER CT3 THERMOSTAT DIFFUSER SCHEDULE MARK �\, 8"0 NECK \�' 150 CFM MARK TYPE FACE BASIS OF DESIGN A SUPPLY 24 x 24 TITUS OMNI -AA 1. DIFFUSER FRAME TYPES SHALL BE COMPATIBLE WITH ARCHI- TECTURAL CEILING TYPES IN WHICH IT IS INSTALLED. AIRPORT GATE 2. ALL TO BE OFF-WHITE FINISH, UNLESS NOTED OTHERWISE. HOLD ROOM /y O' 0 0 O 2-r; '� \ A 1 /// o- 0 10, 30( \ \ \\\ 0 V � / \ tx jf% \ \ 0 0 AIRPORT CONCOURSE ,0 0 .Q O `C) 0 0 0 A 30 MECHANICAL RENOVATION NOTES: 1. VISIT THE SITE AND CAREFULLY EXAMINE THE EXISTING CONDITIONS BEFORE SUBMITTING BIDS, AS NO ALLOWANCE WILL BE MADE FOR LACK OF KNOWLEDGE OF EXISTING CONDITIONS WHERE SUCH CONDITIONS MAY REASONABLY BE DETERMINED BY OBSERVATION. 2. THE EXISTING INSTALLATION IS TO REMAIN IN PLACE AND IN SERVICE EXCEPT AS OTHERWISE INDICATED OR SPECIFIED. ALL WORK NECESSARY TO PROPERLY TIE IN THE NEW WORK WITH THE EXISTING WORK AND ADAPT THE EXISTING INSTALLATION TO THE CHANGES IN THE BUILDING AND IN THE SYSTEMS SHALL BE PERFORMED. 3. EXPOSED DUCTWORK, PIPING AND CONTROLS RENDERED USELESS DUE TO CHANGES IN THE BUILDING SHALL BE REMOVED AS NOTED. 4. CONCEALED DUCTWORK, PIPING AND CONTROLS EXPOSED BY THE REMOVAL OF WALLS, PARTITIONS, ETC., SHALL BE REMOVED OR RECONNECTED AS REQUIRED. 5. ALL EXISTING DIFFUSER DROPS TO BE REMOVED BACK TO TRUNK DUCT, CAPPED AND SEALED. CONTRACTOR SHALL PROVIDE NEW FLEXIABLE DUCT AND NEW TAP WITH VOLUME DAMPER AS INDICATED. 6. ALL EQUIPMENT WHICH IS TO REMAIN IN SERVICE, BUT TEMPORARILY DISCONNECTED DUE TO THE ALTERATIONS TO THE BUILDING OR SYSTEMS, SHALL BE RECONNECTED AND RESTORED TO ITS ORIGINAL OPERATING CONDITION. 7. THE SIZE AND LOCATION OF EXISTING EQUIPMENT AND DUCTWORK SHOWN ON THE DRAWINGS SHALL BE VERIFIED AT THE SITE. 8. EXISTING MATERIAL THAT IS REMOVED AND NOT REUSED SHALL BECOME THE PROPERTY OF THE CONTRACTOR AND SHALL BE REMOVED FROM THE PREMISES. 9. WHERE EXISTING INSULATION IS DAMAGED DUE TO NEW WORK, IT SHALL BE REPAIRED TO MATCH THE EXISTING INSULATION TO THE DAMAGED PORTION REPLACED WITH INSULATION OF THE TYPE SPECIFIED FOR THE NEW WORK. 10. SPRINKLER HEADS ARE EXISTING. CONTRACTOR SHALL RELOCATE HEADS AS REQUIRED TO MEET THE NEW ARCHITECTURAL LAYOUT AND CEILING HEIGHTS. ALL NEW SPRINKLER HEADS AND PIPING SHALL BE INACCORDANCE WITH THE LOCAL FIRE MARSHALL, CODES AND PER THE LANDLORD INSURANCE UNDERWRITERS. CONTRACTOR SHALL SUBMIT DRAWINGS AS REQUIRED TO THE FIRE MARSHALL FOR APPROVAL. 11. ALL EXISTING SUPPLY AND RETURN DIFFUSERS TO BE REMOVED. HVAC SPECIFICATIONS: SCOPE OF WORK: 1. SCOPE OF WORK FOR THE PROJECT SHALL CONSIST OF PROVIDING ALL LABOR, MATERIAL, EQUIPMENT, HOISTING AND OTHER ITEMS AS NECESSARY FOR A COMPLETE OPERATIONAL HVAC SYSTEM, 2. MECHANICAL CONTRACTOR SHALL VISIT THE SITE PRIOR TO PROVIDING BIDS AND COMMENCEMENT OF WORK AND SHALL FAMILIARIZE HIMSELF WITH ALL EXISTING CONDITIONS SO THAT ANY CONDITIONS READILY VISIBLE TO THE EYE WHICH RELATES TO HIS WORK SHALL BE PROVIDED FOR AT NO ADDITIONAL EXPENSE TO THE OWNER. 3. ALL WORK SHALL BE INSTALLED IN A PROFESSIONAL MANNER, AND THE ARCHITECT RESERVES THE RIGHT TO HAVE CONTRACTOR REMOVE AND REPLACE OR REPAIR ANY WORK WHICH IS DEEMED INFERIOR TO ACCEPTABLE STANDARDS. 4. ALL WORK SHALL CONFORM TO THE 2006 INTERNATIONAL MECHANICAL CODE AND WITH THE 2006 FLORIDA BUILDING CODE, AIRPORT AUTHORITY AND LOCAL OFFICALS TO INCLUDE THE LOCAL ENERGY CODE. CONTRACTOR SHALL PROVIDE FOR ALL PERMITS, FEES AND OTHER COSTS ASSOCIATED WITH LOCAL JURISDICTION HAVING AUTHORITY. 5. CONTRACTOR SHALL SCHEDULE HIS WORK AS FAST AS THE JOB SCHEDULE PERMITS SO AS TO NOT HINDERTHE WORK OF OTHER TRADES. 6. NO EQUIPMENT SHALL BE OPERATED DURING CONSTRUCTION UNTIL SUCH TIME AS CONTRACTOR IS NOTIFIED THAT SYSTEMS ARE READY TO BE STARTED FOR FINAL DELIVERY TO THE OWNER. PRODUCTS: 1. PRODUCTS FOR THE LAYOUT BASIS HAVE BEEN SELECTED FROM A SINGLE MANUFACTURER. CONTRACTOR MAY AT HIS OPTION PROVIDE EQUIPMENT OF ANOTHER MANUFACTURER PROVIDED HE ENSURES THAT HIS SELECTION WILL FIT WITHIN THE SPACE PROVIDED. 2. ALL EQUIPMENT SHALL BE NEW AND SHALL BE PROVIDED WITH A FULL MANUFACTURER'S WARRANTY EXTENDED TO THE OWNER. 3. SPECIAL ATTENTION SHALL BE PROVIDED To VOLTAGE REQUIREMENTS OF EQUIPMENT. CONTRACTOR SHALL COORDINATE REQUIREMENTS WITH ELECTRICAL BEFORE ORDERING OR INSTALLING. AIR DISTRIBUTION: 1. INSTALL A NEW AIR DISTRIBUTION SYSTEM PER PLANS AND SPECIFICATIONS. DUCTWORK SHALL BE GALVANIZED SHEET METAL WITH JOINTS SEALED WITH DUCT MASTIC PER MANUFACTURER RECOMMENDATIONS. 2. WRAP ALL DUCTWORK WHICH WILL BE CONCEALED AFTER BUILDING FINISHES WITH FOIL -FACE 2" THICK DUCT WRAP WITH .JOINTS LAPPED AND STAPLED. ALL DUCTWORK TO BE EXPOSED UPON COMPLETION OF BUILDING FINISHES SHALL BE INTERNALLY LINED WITH 1 " THICK DUCT LINER. ALL EXPOSED DUCTWORK SHALL SUSPENDED STRAIGHT AND LEVEL. FINAL PAINTING SHALL BE BY OTHERS. 4. BALANCING DAMPERS SHALL BE PROVIDED WHERE INDICATED FOR BALANCING OF SUPPLY AIR IN THE SPACE. 5. ALL ROUND RUN -OUTS SHALL BE MADE WITH SPIN -IN FITTINGS WITH SCOOP AND ADJUSTABLE DAMPER WITH LOCK NUT. WHERE MORE THAN ONE DIFFUSER IS SERVED FROM A SINGLE RUN -OUT, DIFFUSERS SHALL BE EQUIPPED WITH BALANCING DAMPERS IN THE THROAT OF SUCH DEVICES. 6. MAXIMUM LENGTH OF FLEXIBLE DUCTWORK IS 5'-0" 7. AIR DISTRIBUTION DEVICES SHALL BE ALL SELECTED FROM THE SAME MANUFACTURER AND SHALL BE PROPERLY SELECTED FOR CEILING OR WALL FINISH. COORDINATE FINISHES WITH ARCHITECTURAL DRAWINGS. PRIOR TO INSTALLING FACE PLATES, SPRAY PAINT ALL PARTS VISIBLE THRU THE FACE FLAT BLACK. CONTRACTOR SHALL COORDINATE EXACT CEILING DIFFUSER PLACEMENT WITH LIGHTING FIXTURES AND SPRINKLER HEADS AND SHALL MAKE ADJUSTMENTS AS NECESSARY. REFER TO ARCHITECTURAL CEILING PLAN AS NECESSARY. HVAC EQUIPMENT: 1. EXISTING AIRPORT SUPPLY AIR AND VAV UNITS BYTHE ORLANDO SANFORD AIRPORT AUTHORITY UNLESS DIRECTED OTHERWISE. EXECUTION: 1. CONTRACTOR SHALL EXECUTE HIS WORK AS FAST AS THE JOB SCHEDULE PERMITS WITHOUT DISRUPTING THE WORK OF OTHER TRADES. COORDINATE CONTROL AND POWER WIRING WITH DIVISION 16. 2. ALL WORK SHALL BE WARRANTED FOR A PERIOD OF ONE YEAR WITH AN ADDITIONAL 4 YEAR WARRANTY ON THE AIR CONDITIONING UNIT COMPRESSOR(S) MANUFACTURER. \\ AIRPORT RAMP TO GATE 6 BOARDING 0 ') ----III---- '--------` - n I S ______ i ' I 1 r 1 I I I I r • „ ,. _ ® A - A; $110---- ------------- -- =-=8_____- -�.8„O�_1600 160 p _- _ IIII I.I IIII ;-- ------- --- -- -- - -- --- --; -- - -- --- r , --; --, r --; --! I IIII "' i " I---•- f i t r � r t r � r t r� r ' � '''' "� � ' ' � � '� ♦ ' '\� `\ `- ' I � ii -- ---- i i r i i i_--i-_tel , . i i i i i f_i- _r4„� , I � ' 1 I _ I `\ - I I I I I I I hull I - ` ``♦ i' i' \`y.�' \«l/'�' %'''' ,i,.. '__ _r__c> -IL __LI' rill._ ,__ --I f Ir -II IIII i; III III hull II 'I IIII l `\ ♦ , � ' , O / ,o „iy \\ %J III II I - - - I 1I1I � IIIII II I I I� III,I I II1I1IIIIII I II; V I,I ;III,II,II,I 200 `` ♦, ♦ ," \ ♦` o.\♦ .:" '/ l ♦ ♦`♦ •Z"\ �„' \\ EXTEND EXISTING O O 0 ` °�I".11:' - 0.. _ `. A\\ �� ` Ir`�``1\o'�Id`1\„ it 1 `1 1°I O ':�. ' _ :,, ! V \, 10 °♦°°° ° ® l __-_ -__ -- I --; --; -- I -; -�-I,; II 8110 II -I -II;I 1I 1I -- - j� - I,I --- AS°A300 2 5 0 1 I .,♦ ," 0 - \ \ \ � ,` , ♦^` ` ; ,�/ ' '/ /�/ ,' - Y• S� ~'<!` ` ,,/'P 011 ,,\,, ,1 1 1 11`11\`.1\ \11 \ 1,1\1`P1\\IIP1 \I\1 1/1 1' ' , \- ` \� _ /9�'•.�^� , / , /�'// %/ ! 1 •'rC-```I- O __- �_-_-_-_�_-_---------- _ ___ __- I I-_-�1 __-_- r _O lIl I `r%♦♦\\ I __ __ ____ ______- /II II IIII I 811 III ``.�/ ♦♦ ' 1 \II \ \I ♦ ��� / III O �� O 0 8110 16 ---------- - -- -- -=- O - z / A A r L00 I IU ° / 160 r / O♦ � � `� f __ -- '-'-_'- .4 a�., •^ F-- I---' --I �__ I---i'--J °__ I---°'--1 1 I i/ , i of �' ,i' 8 0 -� . '�• `` �O \--------------------------,---------- ---------- ---7f) 8110 O // -rr,ill (� ® / ,,-------------`-7 r-"---_-------7 200 _- y, CO ECL11;0 T : ,v�;1 :;a -1; ------------- --=----- I / Y / \. I ♦ f \ 200 T - _ ♦♦ i0 0�1 /TO � ,- TT tS ..----- REQUIRED �o - 8 ^AS - %♦♦ 0 ♦ , ..♦ �: ;` -_ � �,_° 71�,�1\ o _--'' ; EXISTING � � � \ ♦Y,' � - `-^- \ li' `� .$ � -- -'-- ---------- --- mac:'= � .- / ^"' w1 1 -= ':' _-- - �IVYY,4'V'��o \ 16/18 ��`� �� f =`l \ \. ; •% °� % ` , ° _ ;°,� pll W�- SPRINKLER HEAD, -TYPICAL. 8' ;GVH - REFERENCE MECHANICAL ° _ `' `-' �0 - RENOVATION NOTE # 10.yJ 8110 > - O A - 0 AIRPORT CONCOURSE O EXISTING VAV TERMINAL UNIT % WITH 10 KW HEATER TO BE f�%J REUSED. CONTRACTOR SHALL FIELD VERIFY LOCATION OF UNIT PRIOR TO "ROUGH -IN". MECHANICAL PLAN •f''."-f-•f-.--•-f'f-..F.F . . . - . ..F,F •. /... META_UNA f Architecture u Desisn P.C. f 1665 Highway 588 I Ill,l1�r 0,17Ellisville, MS 39437 L� TEL 601.914.6909 FAX 601.763 4886 ENO PrC. I ., f., f., 1.-f., f. -f. -f - f•. f -.f`. r..,f..• f•.•f..,f.• r,, www.METALUNAarchitects.com f.. email: m _tal _na ,mindsgrin .•f,•`, FHIS DRAWING AS AN INSTRUMENT OF SERVICE IS ANDHALL REMAIN N THE PROPERTY 0 RTY OF ARCHITECT. USE OF THE DRAWING, OR ANY REPRODUCTION THERE OF, WITHOUT THE EXPRESS WRITTEN PERMISSION OF THE DESIGNER IS STRICTLY PROHIBITED. SUBMISSION OR DISTRIBUTION TO MEET OFFICIAL REGULATORY REQUIREMENTS OR FOR ANY OTHER PURPOSES IN CONJUNCTION WITH THIS PROJECT IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF THIS ARCHITECTS RIGHTS. Oc COPYRIGHT 2008 NOTDATE REVISION 1 Huson -HudsonBooksellers RENOVATIONS AND ALTERATIONS TO EXISTING RETAIL SPACE IN TERMINAL B -DOMESTIC DEPARTURES- UPPER LEVEL ORLANDO SANFORD INTERNATIONAL_ AIRPORT SANFORD, FLORIDA DON PENN, P.E. HpFLORIDA ENGINEER NO. 0051096 MEC 635WE TP RT PARKWAY SUITE 300 GRAPEVINE TEXAS 76051 817-410-2858 FAX 817-251-8411 El DRAWN DATE JVP CHECKED JOB NUMBER MRS MECHANICAL PLAN M-1.0