HomeMy WebLinkAboutREV1-PLANS - Permit 2003-04911.ALL WALLS SHALL RECEIVE (2) COATS (MIN.) FIRST QUALITY FLAT LATEX PAINT (U.O.N.).2.BASE SHALL BE AS SCHEDULED.3.FLOOR FINISHES ARE AS SCHEDULED.4.CEILING TILE IS CLASS "A" ACOUSTIC TEGULAR LAY IN W/ 9/16" GRID. REPLACE DAMAGED, SOILED, BROKENOR MISSING TILES AFTER CONSTRUCTION. DO NOT TOUCH UP DAMAGED TILES.5.HARDWARE TO BE LEVER TYPE.6.CONSULT LANDLORD/TENANT FOR SPECIFIC MANUFACTURERS NOT LISTED.7.ALL COLUMNS, CONC. WALLS & WINDOW HEADERS SHALL BE FURRED TO MINIMUM DIMENSION POSSIBLE.(7/8" HAT FURRING MINIMUM U.O.N. AND 5/8" G.W.B.)8.ALL LOW VOLTAGE WIRING (I.E. TEL) SHALL BE IN PRIOR TO ELECTRICAL INSPECTION.9.ALL WORK SHALL COMPLY WITH ADA STANDARDS.10.PROVIDE FULLY DETAILED SHOP DRAWINGS FOR ALL ITEMS REQUIRING FABRICATION, I.E.: CASEWORK,MILLWORK AND DOORS.11.DOORS SHALL BE SOLID CORE 1 3/4" THICK MIN.12.REPLACE DAMAGED OR BROKEN RECEPTACLE COVER PLATES.13.PATCH ALL EXISTING HOLES, AND DEFECTS IN EXISTING SURFACES.14.GENERAL CONTRACTOR SHALL DETERMINE THE ADEQUACY OF THE EXISTING LIFE SAFETY NOTIFICATIONSYSTEM AND ADVISE THE LANDLORD OF ANY MODIFICATIONS NEEDED WITH RESPECT TO CAPACITY TOHANDLE ADDITIONAL DEVICES SO THAT THE REQUIRED MODIFICATIONS CAN BE ACCOMPLISHED WITHINPROJECT TIME FRAMES.15.RETURN ALL EXISTING UNUSED LIGHT FIXTURES, DOORS & HARDWARE THAT ARE REMOVED DURINGDEMOLITION TO THE LANDLORD FOR STORAGE, OR IF REQUESTED BY THE LANDLORD, DISPOSE OF PROPERLYAS PART OF THIS CONTRACT.16.FINAL CLEAN & PUNCHLIST SHALL LEAVE SUITE IN AN "AS NEW" CONDITION. ALL TRADES SHALL BERESPONSIBLE TO ENSURE THAT THE REQUIREMENTS OF THIS CONTRACT ARE MET. ALL WORK SHALL BEGUARANTEED FOR A MINIMUM OF ONE YEAR OR LONGER IF SPECIFIED IN THE OWNER/CONTRACTORAGREEMENT.17.THE AMERICAN INSTITUTE OF ARCHITECTS GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT A201(LATEST EDITION) SHALL BE MADE A PART OF THIS CONTRACT.18.G.C. SHALL VERIFY EXISTENCE OF A 1 1/2" MIN. EMT CONDUIT FROM TELCO ROOM TO TENANT SPACE. IFNOT EXISTING PROVIDE SAME. PROVIDE 4'x4'x5/8" PAINTED PLYWOOD TELEPHONE BOARD, COORD. EXACTLOCATION W/ TENANT.19.ALL ELECTRICAL OUTLETS & SWITCHES SHALL BE "DECORA" TYPE. COLOR: WHITE. THISINCLUDES REPLACEMENT OF ALL EXISTING TEL/DATA OUTLETS & SWITCHES FOR CONSISTENCY THROUGHOUTTHE SPACE.20.G.C. SHALL COORDINATE ALL ABOVE CEILING ELEMENTS, SYSTEMS W/STRUCTURE TO ASSURE THAT ALLREQUIRED CLEARANCES ARE PROVIDED. A/C SUB CONTRACTOR SHALL COORDINATE DUCT TRANSITIONSW/MEP ENGINEER.21.NOTE: PRIOR TO BEGINNING CONSTRUCTION, G.C. SHALL FIELD VERIFY ALL DIMENSIONS AND EXISTINGCONDITIONS AND NOTIFY ARCHITECT OF ANY DISCREPANCIES. THIS IS ESPECIALLY IMPORTANT DUE TO THEIRREGULAR CONFIGURATION OF SOME SPACES. G.C. SHALL FIELD MEASURE JOB & NOTIFY A/E OF ANYDIMENSIONAL DISCREPANCIES PRIOR TO INSTALLING ANY WORK. IF A QUESTION ARISES, THE GENERALCONTRACTOR SHALL NOTIFY THE ARCHITECT AT ONCE FOR CLARIFICATION. FAILURE OF THE G.C. OR HISSUBS TO SECURE SUCH CLARIFICATION PRIOR TO PLACING THE WORK IN QUESTION SHALL PLACE ALLRESPONSIBILITY TO REMOVE SUCH WORK AND REINSTALL IN ACCORDANCE WITH THE ARCHITECT'SINTERPRETATION SOLELY WITH THE GENERAL CONTRACTOR.22.ALL DIMENSIONS ARE NOMINAL AND MAY VARY FROM THOSE INDICATED ON THESE DRAWINGS. MINORADJUSTMENTS OR WALL LOCATIONS MAY BE NECESSARY. G.C. SHALL SUBMIT REQUESTS TO THE ARCHITECTOF RECORD IN SUCH CIRCUMSTANCES23.ALL WORK SHALL BE ACCOMPLISHED IN ACCORDANCE WITH THE MOST RECENT EDITION OF THE APPLICABLEBUILDING CODE AND ALL OTHER CODES HAVING JURISDICTION OVER THE PROJECT. IT IS RECOGNIZED THATTHE A/E/ CANNOT INCLUDE EVERY CODE REQUIREMENT OF THE APPLICABLE BUILDING CODES ON THEDRAWINGS. THE G.C. SHALL HAVE COPIES OF ALL CODES ON THE JOB SITE FOR REFERENCE OF ALLSUBCONTRACTORS AND TRADESMEN.24.UNDER NO CIRCUMSTANCES SHALL VINYL WALL COVERING BE INSTALLED ON BUILDING PERIMETER EXTERIORWALLS WITHOUT ARCHITECT'S PRIOR WRITTEN APPROVAL.25.AS PART OF WORK SCOPE BEING BID, G.C. SHALL INCLUDE SEALING OF ALL PENETRATIONS OF FIRE WALLS &SHALL INSPECT SAME PRIOR TO BID. G.C. SHALL UPGRADE AND/OR REPLACE NON-COMPLIANT MATERIALW/FIRE SAFE SEALANT MATERIAL AS REQUIRED AT ALL TENANT SEPARATION WALLS & UNDERSIDE OF DECKLOCATIONS.26.UNDER NO CIRCUMSTANCES SHALL DRAWING SETS BE BROKEN UP. FULL SETS SHALL BE SUPPLIED TO ALLSUBS.27.NO CHANGES TO CONTRACT DRAWINGS SHALL BE MADE IN FIELD WITHOUT ARCHITECT'S EXPRESS WRITTENPERMISSION.28.G.C. SHALL CONTACT OWNER'S/LANDLORD'S REP. FOR APPROVAL OF ROOFING SUB CONTRACTOR PRIOR TOPERFORMING ANY ROOF CUTTING. G.C. SHALL CERTIFY TO THE OWNER THAT ALL EXISTING ROOFWARRANTIES SHALL REMAIN IN PLACE & NOT BE VOIDED BY THE WORK.29.CORRIDOR PARTITIONS, SMOKE STOP PARTITIONS, HORIZONTAL EXIT PARTITIONS, EXIT ENCLOSURES ANDFIRE RATED WALLS REQUIRED TO HAVE PROTECTED OPENING SHALL BE EFFECTIVELY AND PERMANENTLYIDENTIFIED WITH SIGNS OR STENCILING IN A MANNER ACCEPTABLE TO THE AUTHORITY HAVINGJURISDICTION. SUCH IDENTIFICATION SHALL BE ABOVE ANY DECORATIVE CEILING AND IN CONCEALEDSPACES. SIGN SHALL READ: "FIRE & SMOKE BARRIER, PROTECT ALL OPENINGS".30.DRAWINGS SHOW SCHEMATIC SCOPE OF WORK. G.C. SHALL UNDERSTAND THAT OTHER WORK MAY BEREQUIRED OUTSIDE OF THE LIMITS SHOWN ON THESE DRAWINGS. AN EXAMPLE WOULD BE REMOVAL &REPLACEMENT OF CEILING TILES TO PERFORM REQUIRED SCOPE OF WORK.31.SOME EXISTING SPACES MAY HAVE VARYING STUD & GYP. BOARD DIMENSIONAL DEPTHS, G.C. SHALL FIELDSURVEY EXISTING CONDITIONS FOR SPECIFIC PARTITION CONDITIONS PRIOR TO PLACING OR ORDERINGMATERIALS.32.ALL DOORS THAT ARE TO BE REUSED OR LEFT AS EXISTING SHALL BE REFINISHED AND FREE OF ANY AND ALLDEFECTS, BLEMISHES, SCUFFS OR SCRATCHES.33.GC SHALL REMOVE ALL UNUSED/ABANDONED TELEPHONE, DATA, ELECTRICAL WIRING & CONDUIT FROMABOVE CEILING AREAS.34.GC TO ADD DIAGONAL BRACING TO NEW & EXISTING PARTITIONS WHERE NOT EXISTING.35.ALL FLOORS SHALL BE LEVELED USING A FIRST QUALITY FLOOR LEVELING COMPOUND PRIOR TO FLOOR FINISHINSTALLATION.36.THE ARCHITECT WILL RESPOND TO RFI'S AND SHOP DRAWINGS SUBMITTALS IN AN AVERAGE OF 10 WORKINGDAYS. IT IS ACKNOWLEDGED AND UNDERSTOOD THAT SOME RFI'S/ SUBMITTALS WILL TAKE LONGER TOANSWER THAN OTHERS.37.ALL SUBMITTALS MUST BE CORRECTED BY THE SUBS AND CONTAIN GC APPROVAL PRIOR TO BEINGSUBMITTED FOR A/E REVIEW PER AIA A201.38.WORK SHALL BE IN ACCORDANCE WITH APPROVED SUBMITTALS EXCEPT THAT THE GC SHALL NOT BERELIEVED OF RESPONSIBILITY FOR DEVIATIONS FROM REQUIREMENTS OF THE CONTRACT DOCUMENTS BY THEARCHITECT'S APPROVAL OF SHOP DWGS, PRODUCT DATA, SAMPLES OR SIMILAR SUBMITTALS UNLESS THE GCHAS SPECIFICALLY INFORMED THE ARCHITECT IN WRITING OF SUCH DEVIATION AT THE TIME OF SUBMITTAL &(1) THE ARCHITECT HAS GIVEN WRITTEN APPROVAL TO THE SPECIFIC DEVIATION AS A MINOR CHANGE IN THEWORK OR (2) A CHANGE ORDER HAS BEEN ISSUED AUTHORIZING THE DEVIATION. THE GC SHALL NOT BERELIEVED OF RESPONSIBILITY FOR ERRORS OR OMISSIONS IN SHOP DWGS, PRODUCT DATA, SAMPLES ORSIMILAR SUBMITTALS BY THE ARCHITECT'S APPROVAL THEREOF.39.ALL PORCELAIN TILE, STONE AND LVT FLOORING ON STRUCTURAL SLABS (ABOVE 1ST FLOOR) SHALL BEPLACED ON AN APPROVED SOUND ATTENUATION MEMBRANE. PROVIDE SAMPLE TO ARCHITECT FORAPPROVAL PRIOR TO ORDERING OR INSTALLATION.40.SELF LEVELING UNDERLAYMENT SUCH AS CUSTOM LEVELITE OR EQUAL, SHALL BE USED IN ALL TILE AREAS.PRIOR TO PLACING SELF-LEVELING UNDERLAYMENT, SURFACES SHALL BE PRIMED PER MANUFACTURERSINSTRUCTIONS. IN ADDITION, SLABS ON GRADE SHALL RECEIVE A WATERPROOFING AND CRACK PREVENTIONMEMBRANE SUCH AS REDGARD WATERPROOFING AND CRACK PREVENTION MEMBRANE OR EQUAL.MOVEMENT JOINTS SHALL BE PLACED WITHIN ALL TILE AREAS FOR SLABS ON GRADE AS INDICATED ONARCHITECT'S DRAWINGS OR AT 10' O.C. MAX. IF NOT INDICATED. INSTALL PER MANUFACTURER'SINSTRUCTIONS.41.TILE FLOORS AND WALLS (UNO) SHALL BE INSTALLED WITH SINGLE COMPONENT GROUT SUCH AS CUSTOMFUSION PRO OR EQUAL. GC SHALL PROVIDE TILE LAYOUT SHOP DRAWINGS AND MANUFACTURER'S SAMPLESFOR COLOR SELECTION BY ARCHITECT/OWNER.42.TRANSITIONS AND PROFILES SHALL BE USED AT ALL FLOORING FINISH MATERIAL TRANSITIONS. GC SHALLPROVIDE SAMPLES FOR APPROVAL. CUSTOM PROFLOOR "L CHANNEL" (OR EQUAL) IS PREFERRED WHERE ACOMPENSATOR PROFILE IS NOT REQUIRED.43.WHERE THE DUROCK IS USED, STUDS SHALL BE MINIMUM 20 GA. AND 16" O.C.44.CONFLICTING REQUIREMENTS: REQUIREMENTS: IF COMPLIANCE WITH TWO OR MORE REQUIREMENTS IS SPECIFIED AND THE REQUIREMENTSESTABLISH DIFERENT OR CONFLICTING REQUIREMENTS FOR MINIMUM QUANTITIES OR QUALITY LEVELS,COMPLY WITH THE MOST STRINGENT REQUIREMENT. REFER CONFLICTING REQUIREMENTS THAT AREDIFFERENT, BUT APPARENTLY EQUAL, TO ARCHITECT FOR A DECISION BEFORE PROCEEDING. MINIMUMQUANTITY OR QUALITY LEVELS: THE QUANTITY OR QUALITY LEVEL SHOWN OR SPECIFIED SHALL BE THEMINIMUM PROVIDED OR PERFORMED. THE ACTUAL INSTALLATION MAY COMPLY EXACTLY WITH THE MINIMUMQUANTITY OR QUALITY SPECIFIED, OR IT MAY EXCEED THE MINIMUM WITHIN REASONABLE LIMITS. TOCOMPLY WITH THESE REQUIREMENTS, INDICATED NUMERIC VALUES ARE MINIMUM OR MAXIMUM, ASAPPROPRIATE, FOR THE CONTEXT OF REQUIREMENTS. REFER UNCERTAINTIES TO ARCHITECT FOR A DECISIONBEFORE PROCEEDING.BUILDING CODE SUMMARYProject NameLIBERTY HEALTH SCIENCES - Fort PierceAddress5053 Turnpike Feeder Road,Fort Pierce, FLSuite:Owner or Auth. Agent:Liberty Health Sciences:Randy VarnerPhone:305219-3921Email:N/AFax:Owned ByPrivatelyCity / CountyStateCode Enforcement Jurisdiction:CityCountyCity / CountyName of Jurisdiction :St. Lucie CountyBuilding CodeFlorida BuildingCode 6th ed. (2017)Florida BuildingCode 6th ed. (2017) -ExistingFlorida Building Code6th ed. (2017) -ResidentialNew BuildingNew BuildingShell BuildingFirst time InteriorCompletionAdditionAlteration to ShellExisting BuildingRenovationInterior completionTenant AlterationReconstructionRepair ■ PrescriptiveShell Alteration Work AreaChange of useTenant SpaceChange ofoccupancy PerformanceFire CodeFlorida Fire Prevention Code 6th edition w/ NFPA 1 & 101 (2015 editions)Rehabilitation Classification:Modification, section 43.5NOTE: Zoning review may be required for Change of use or occupancyOriginalOccupancyBUSINESS (B)ProposedOccupancyMERCANTILE (M)Lead Design Professional / Project Coordinator:MICHAEL J KRAVIT, AIADESIGNERFIRMNAMELICENSETELEPHONEArchitecturalKravit ArchitecturalMichael J. KravitAR-9202561-893-0042CivilN/AElectricalKamm ConsultingLon CarterPE 35249954-949-2200Fire AlarmKamm ConsultingLon CarterPE 35249954-949-2200PlumbingKamm ConsultingMircea PellaPE 48798954-949-2200MechanicalKamm ConsultingMircea PellaPE 48798954-949-2200Sprinkler-StandpipeN/AStructuralN/ALandscapeN/AOCCUPANCY INFORMATIONPrimaryOccupanciesAssemblyA-1A-2A3A4A-5BusinessBEducationalEFactory IndustrialF-1F-2High HazardH-1H-2H-3H-4H-5InstitutionalI-1I-2I-3I-4I-3 USE CONDITION12345MercantileMResidentialR-1R-2R-3R-4StorageS-1S-2High PiledS-1 SpecialConditionRepair Garage(406.6)S-2 SpecialConditionParking GarageOpen(406.5)Enclosed(406.6)Utility and MiscellaneousOther Uses: Accesory Uses (Indicate Percentages): Incidental Uses:SpecialOccupancies402403404405406407409410411412413414415416417418419420421MixedOccupancyNYSeparation2HrExceptionWALL LEGENDSCHECK IF THE FOLLOWING ARE PRESENT AND INDICATE BY A WALL LEGEND ON ALL PLANSFire Partitions708Fire Walls 706Fire Barriers 707Smoke Partitions710SmokeBarriers709Shaft Enclosure713LIFE SAFETY REQUIREMENTSEmergency LightingNoYesExit SignsNoYesFire AlarmNoYesSmoke Detection SystemsNoYesPanic HardwareNoYesBUILDING DATAConstructionTypeI-AI-BII-AII-BIII-AIII-BIV-HTV-AV-BMixedConstruction:NoYesTypesSprinklersNoYesNFPA 13NFPA 13RPartially SprinkleredSpecial SuppressionStandpipesNoYesClassIIIIIIWetDryFire DistrictNoYesFlood HazardBuilding Height1 storyBasementNoYesMezzanineNoYesHigh RiseNoYesGross Building AreaFLOOREXISTING (SQ.FT)NEW (SQ.FT)SUB-TOTALBasementN/AN/AN/AGround FloorN/AN/AN/AMezzanineN/AN/AN/ATOTALArea of project/Tenant alteration/renovation3,701 SFArea of ConstructionN/A*Indicate section number permitting reduction ** Indicated if using Table 601 Note C exceptionFIRE PROTECTION REQUIREMENTSLife Safety Sheet #A-0.2BUILDINGELEMENTFIRESEPARATIONDISTANCERATINGDETAIL ANDSHEET #DESIGN #FOR RATEDASSEMBLYDESIGN # FORRATEDPENETRATIONDESIGN #FOR RATEDJOINTS(FT)REQ'D*PROVIDED(W/____HR*REDUCTION)Bearing wallsExteriorNorth00East00West00South00OCCUPANT LOAD AND EXIT WIDTHUSEGROUPAND ORSPACEDESIGNATION(a)(b)(a+b)(c)EXIT WIDTH (in) 2,3,4,5AREA¹ SQ.FTAREA¹PEROCCUPANT# OFOCCUPANTSEGRESS WIDTH(INCHES PEROCCUPANT)REQUIREDWIDTHACTUAL WIDTHSHOWN ONPLANSSTAIRLEVELSTAIRLEVELSTAIRLEVEL5053TurnpikeFeeder Rd3,70130123N/A0.2N/A24.6"N/A99"1. See Table 1004.1.2 to determine whether net or gross area is applicable2. Minimum stairway width (Section 1011.2) min. corridor width (Section 1020.2); min. door width(Section 1010.1.1)3. Minimum width of exit passageway (Section 1024.2)4. The loss of 1 means of egress shall not reduce the available capacity to less than 50 percent ofthe total required (Section 1005.5)5. Assembly occupancies (Section 1029)EXIT REQUIREMENTSNUMBER AND ARRANGEMENTS OF EXITSFLOOR, ROOMAND/OR SPACEDESIGNATIONMINIMUM¹ NUMBER OF EXITSTRAVEL DISTANCEARRANGEMENTS MEANS OF EGRESS(SECTION 1017.1.1)REQUIREDSHOWN ONPLANSALLOWABLETRAVELDISTANCE(TABLE 1017.2)ACTUAL TRAVELDISTANCESHOWN ONPLANSREQUIREDDISTANCEBETWEEN EXITDOORSACTUAL DISTANCESHOWN ON PLANS5053 TurnpikeFeeder Rd22250'-0"54'-1"44'-3"49'-7"FLOOR, ROOMAND/OR SPACEDESIGNATIONCOMMON PATHDEAD END CORRIDORSALLOWABLEDISTANCE(1006.2.1)ACTUALDISTANCESHOWN ONPLANSALLOWABLEDISTANCE(1020.4)ACTUALDISTANCESHOWN ONPLANS5053 TurnpikeFeeder Rd75'16'-2"50'N/A¹Single exits (Section 1015.1; Section 1021.2)** Occupant load has been calculated using NFPA 101 load factor of 30 which is more restrictive than FBC load factor of 60.AS-BUILT DRAWING: A DRAWING OR PRINT MARKED BY THE CONTRACTOR TO SHOW ACTUAL CONDITIONS OF APROJECT AS CONSTRUCTED AFTER CONSTRUCTION.BY OTHERS: WORK SHOWN OR DESCRIBED IN THE CONTRACT DOCUMENTS AND LABELED WITH THIS DESIGNATION ISNOT INCLUDED IN THE SPECIFIC SUB-TRADE'S CONTRACT, BUT WILL BE REQUIRED TO BE DONE WITHIN THE GENERALCONTRACTOR'S CONTRACT.BY OWNER: WORK SHOWN OR DESCRIBED IN THE CONTRACT DOCUMENTS AND LABELED WITH THIS DESIGNATION ISNOT INCLUDED IN THE GENERAL CONTRACTOR'S CONTRACT, BUT WILL BE COMPLETED UNDER A SEPARATECONTRACT WITH ANOTHER CONTRACTOR BY THE OWNER. COORDINATION AND SCHEDULING OF THE WORK THUSDESCRIBED SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR.CFCI: CONTRACTOR FURNISH CONTRACTOR INSTALLFOW : FACE OF WALLNIC: NOT IN CONTRACTOFCI: OWNER FURNISH CONTRACTOR INSTALLOFOI: OWNER FURNISH OWNER INSTALLOPTION: TERM USED IN CONSTRUCTION DOCUMENTS TO INDICATE THAT CONTRACTOR MAY USE ONE OF SEVERALPRODUCTS AT HIS OR HER CHOICE.PROVIDE: TO FURNISH AND INSTALL, COMPLETE AND READY FOR THE INTENDED USE.RECORD DRAWINGS: SOMETIMES CALLED 'AS-BUILT' DRAWINGS, THESE ARE NORMALLY MODIFIED FROM THECONSTRUCTION DOCUMENTS TO CONFORM TO ALL CHANGES MADE DURING CONSTRUCTIONREFINISH: TO PUT FINISH BACK INTO ITS ORIGINAL CONDITION*DO NOT USE THE TERMS 'REFURBISH', 'REHABILITATE', 'REMODEL', 'RENEW', OR 'RENOVATE'.RFI : REQUEST FOR INFORMATION.SHOP DRAWINGS: DRAWINGS, DIAGRAMS, ILLUSTRATIONS, SCHEDULES, PERFORMANCE CHARTS, BROCHURES ANDOTHER DATA PREPARED BY THE CONTRACTOR OR ANY SUBCONTRACTOR, MANUFACTURER, SUPPLIER ORDISTRIBUTOR, WHICH ILLUSTRATE HOW SPECIFIC PORTIONS OF THE WORK WILL BE FABRICATED AND/OR INSTALLED.SUBSTANTIAL COMPLETION: THE DATE ON WHICH THE ARCHITECT ISSUES A CERTIFICATE OF SUBSTANTIALCOMPLETION BASED ON AN INSPECTION OF THE WORK, BY WHICH IT CAN BE DETERMINED THAT THE WORK ISSUFFICIENTLY COMPLETE IN ACCORDANCE WITH THE CONTRACT DOCUMENTS SO THAT THE OWNER CAN OCCUPY ORUTILIZE THE WORK FOR THE USE FOR WHICH IT IS INTENDED. A CERTIFICATE OF SUBSTANTIAL COMPLETION MAT BEISSUED FOR EACH INDIVIDUAL BUILDING AS IT IS COMPLETED, IF THIS IS IN THE OWNER'S BEST INTERESTS.TYPICAL: THE ITEM REFERRED TO IS REPEATED SEVERAL TIMES IN SIMILAR CIRCUMSTANCES AND LOCATIONS.UNO: UNLESS NOTED OTHERWISE.A/E: ARCHITECT / ENGINEERPLUMBING FIXTURE CALCULATIONS (PER FBC/P TABLE 403.1)(BASED ON OCCUPANT LOAD OF 123 PEOPLE - 64 MEN & 64 WOMEN)BUSINESS: MEN WOMENWATER CLOSETS 1/500 = 1 1/500 = 1LAVATORIES 1/750 = 1 1/750 = 1REQ'DPROVIDEDREQ'DPROVIDED1111LIBERTY HEALTH SCIENCESFORT PIERCEKEY PLANA-0.1COVER SHEETGENERALA-0.1COVER SHEET/KEY PLANARCHITECTURALA-2.1FLOOR PLAN & SCHEDULESDRAWING INDEXGENERALCS1-4SPECIFICATIONSTI GENERAL CONSTRUCTION NOTES1/8"=1'-0"HATCH INDICATESAREA OF WORK02LOCATION MAP01N.T.S.CONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECD DEVELOPMENT REVISIONSPROJECTSHEETPERMIT REVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REG
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LJ.KRAVITxSTATE OFFLORIDAREGISTEREDARCHITECT DATENo.DESCRIPTIONCONSTRUCTION PHASE REVISIONSDATENo.DESCRIPTIONxxAR9202ID5101IRORRxxMJKAPH12ARCH.dwgAPH.12ICM02/25/20FORT PIERCELIBERTY HEALTH SCIENCESFORT PIERCE5053 TURNPIKE FEEDER ROADFLORIDAA1AAB2BBC3CC5053 TURNPIKE FEEDERFORT PIERCE, FL.ELECTRICALE0.1ELECTRICAL LEGEND, PANEL SCHEDULES & RISER DIAGRAMABBREVIATIONS & DEFINITIONSTI-2.1ADA REFERENCE STANDARDSTI-2.2ADA REFERENCE STANDARDSE2.1ELECTRICAL LIGHTING PLANE3.1ELECTRICAL POWER PLANA-6.1REFLECTED CEILING PLANMECHANICALM0.1MECHANICAL LEGENDSM2.1MECHANICAL PLANRESPONSIBILITY SCHEDULEPRODUCTCONTRACTORFURNISHEDINSTALLEDTENANTFURNISHEDINSTALLEDOWNERFURNISHEDINSTALLEDTI-1.1FIRE PENETRATION DETAILSSCOPE OF WORKTHERE IS NO ACTUAL WORK BEING PERFORMED. THESE DRAWINGS ARE BEINGSUBMITTED TO DOCUMENT A CHANGE OF USE ONLY. A-0.2LIFE SAFETY PLAN
LIFE SAFETY SYMBOLSE:XX EGRESS COMPONENT IDENTIFIER EX#= EXIT NUMBER HE= HORIZONTAL EXIT CP= COMMON PATH OF TRAVEL PD= PUBLIC DISCHARGE RD= ROOM DOOR ES= ESCAPEEXIT ACCESSEXITEXIT DISCHARGENFPA 17000>XX TRAVEL DISTANCE SYMBOLEGRESS COMPONENTDISTANCE TO<0>EGRESS COMPONENT CAPACITY<<00>> GOVERNING COMPONENT CAPACITYOCCUPANCY SYMBOL CAPACITYSQUARE FEET PER PERSONNET AREA ( SQUARE FEET)OCCUPANCYNOT IN CONTRACT (NIC)ASSEMBLY OCCUPANCYMERCANTILE OCCUPANCYSTORAGE OCCUPANCY1-HOUR PARTITION1112-HOUR PARTITION23-HOUR PARTITION34-HOUR PARTITION4223344X00SF00EXIT SIGNWALL MOUNTED FIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE SPRINKLER HEAD. (SHOWN FOR REFERENCE ONLY -LOCATIONS ARE APPROXIMATE)SDSMOKE DETECTOREMERGENCY LIGHTING FIXTURE W/BATTERY PACK.HORN/STROBE, COLOR: WHITE, DEVICE MUST BECERTIFIED AS COMPATIBLE WITH EXISTING FIRE ALARMCONTROL PANEL. CONTRACTOR TO CONFIRM CIRCUITCAPACITY IN FIELD AND REPORT TO OWNER/ENGINEER.WALL MOUNT AT 80" A.F.F. OR 6" BELOW CEILING,WHICHEVER IS LOWER.STROBE, COLOR: WHITE, DEVICE MUST BE CERTIFIEDAS COMPATIBLE WITH EXISTING FIRE ALARM CONTROLPANEL. CONTRACTOR TO CONFIRM CIRCUITCAPACITY IN FIELD AND REPORT TO OWNER/ENGINEER. WALL MOUNT AT 80" A.F.F. OR 6" BELOWCEILING, WHICHEVER IS LOWER.COMMON PATHFLORIDA FIRE PREVENTION CODE 2017EGRESS WIDTH PER PERSON: LEVEL 0.2: STAIR 0.3MINIMUM STAIR WIDTH 44", IF OCCUPANCY < 50 THEN 36"MERCANTILECHAPTER 36OCCUPANCY LOAD = 1/30 GROSSMINIMUM CORRIDOR WIDTH 44", 36" IF OCCUPANCY <50NO COMMON PATH OF TRAVEL OVER 75'NO DEAD END CORRIDORS EXCEED 50'MAXIMUM TRAVEL DISTANCE 150'NFPA 101 2015FLORIDA BUILDING CODE 2017EGRESS WIDTH PER PERSON: LEVEL 0.2: STAIR 0.3MINIMUM STAIR WIDTH 44", IF OCCUPANCY < 50 THEN 36"MERCANTILEGROUP MOCCUPANCY LOAD = 1/60 GROSSMINIMUM CORRIDOR WIDTH 44", 36" IF OCCUPANCY <50NO COMMON PATH OF TRAVEL OVER 75'NO DEAD END CORRIDORS EXCEED 20'MAXIMUM TRAVEL DISTANCE 200'STAIR NAME / DOOR NAME CALCULATED EGRESS CAPACITYEGRESS UNIT FACTORSTAIR NAMESTAIREXIT WIDTHUNITCAPDOORSTAIR.2.333"TRAVEL DISTANCESMOKE PARTITIONSSSDOOR AEXIT WIDTHUNITCAPDOOR.266"330DOOR BEXIT WIDTHUNITCAPDOOR.233"16541'-8" > EX-B30'-10" > CP74'-10" > EX-B40'-0" > CPE:EX-BE:EX-AM3,701 USF30123B880 USF1008UPUPA-0.2LIFE SAFETY PLANCONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECD DEVELOPMENT REVISIONSPROJECTSHEETPERMIT REVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REG
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LJ.KRAVITxSTATE OFFLORIDAREGISTEREDARCHITECT DATENo.DESCRIPTIONCONSTRUCTION PHASE REVISIONSDATENo.DESCRIPTIONxxAR9202ID5101IRORRxxMJKAPH12ARCH.dwgAPH.12ICM02/25/20FORT PIERCELIBERTY HEALTH SCIENCESFORT PIERCE5053 TURNPIKE FEEDER ROADFLORIDAA1AAB2BBC3CC011/4" = 1'-0"LIFE SAFETY PLAN
KEYED NOTESEXISTING CABINETRY/BUILT-IN TO REMAIN.01ALIGN FACE OF FINISHES.0203WALL MOUNTED FIRE EXTINGUISHER, PROVIDE NEW IF DAMAGED ORMISSING. FIRE EXTINGUISHER REQ'D.TO HAVE 2 A 10 BC RATING.RECHARGE & REUSE EXISTING EXTINGUISHERS.04GC TO INSTALL BICYCLE RACK ON NEW PREFABRICATED CONC. PADIN EXISTING GRASSY LANDSCAPE AREA.1NOTE:ALL HARDWARE SHALL BE LEVER TYPE "ADA" ACCEPTABLE. ALL LOCKS SHALL COMPLY W/NFPA 7.2.1.5 & SHALL BE READILY OPENED FROM THE EGRESS SIDE WITHOUT THE USE OF AKEY, TOOL, SPECIAL KNOWLEDGE OR EFFORT FOR OPERATION. VERIFY ALL SELECTIONS W/ARCHITECT.HARDWARE SCHEDULEHARDWARE MARK
HEAD & SOFFIT
BOLTS
ASTRAGAL
CLOSER
PIVOTS
HINGES 2 PR.
BALL BEARING
HINGES 1 1/2 PR.
3 1/2 X 3 1/2
HINGES 2 PR.
4 X 4
PUSH/PULL PLATES
KICK PLATES
DOOR PULL
PASSAGE SET
LATCHSET
LOCKSETDOOR TYPEFLOOR STOP1ENTRY DOOR2TYPICAL DOOR34PRIVACY DOOR5PRIVACY DOOR (RATED)6LOCKED DOOR7DOUBLE DOORS8DOUBLE DOORS (ENTRY)9BI-FOLD DOOR10DUTCH DOOR11POCKET DOOR*CAVILOCK CL100 ADA LAVILOCK SLIDING DOOR HARDWAREDUMMY SET6A'CLASSROOM FUNCTION'6B'OFFICE FUNCTION'12ELEC. LOCK DOORROLLER LATCHES
AT DOOR HEADTYPICAL DOOR (RATED)13EXIT DOOR ONLYDOORSIZESTYLETHICKNESSREMARKSFACING &FINISH (2)FRAME (4)& DETAILHARDWAREMARKALALUMINUM & GLASSHCHOLLOW CORE WOODHCPHOLLOW CORE WOOD PRE-HUNGHMHOLLOW METALWLVWOOD LOUVEREDSCSOLID CORE WOODSCGSOLID CORE WOOD & GLASSWDWOODSSGSTAINLESS STEEL & GLASSSTLSTEELALBALUMINUM, ANODIZED BRONZEALCALUMIMUM, ANODIZED CLEARHMPHOLLOW METAL, PAINTEDPLPLASTIC LAMINATEWCCHERRY*NBNATURAL BIRCH*WPWOOD, PAINTEDWDGWOOD & GLASSMEMATCH EXISTING FACING & FINISH FOR DOOR TYPE SELECTEDTBDTO BE SELECTED BY OWNER1.DOOR/WINDOW MATERIAL2.FACING & FINISHCPCLEAR PLATECWCLEAR WIREFLFIRE LITE RATEDIRIMPACT RESISTANTLSGLAMINATED SAFETYGLASSTPTEMPERED PLATE3.GLAZINGALALUMINUMHMHOLLOW METALWWOODWPWOOD PRE-HUNGWCWOOD CHERRY4.FRAME MATERIAL3/4, 1, 1-1/2 ETC. INDICATESHOUR OF FIRE RATING5.FIRE-RATINGFINISH NOTES:1.HOLLOW METAL FRAMES & TRIMS SHALL BE PAINTED: BENJAMIN MOORE, CHANTILLY LACE 2121-70, REGAL PEARL.2.DOORS SHALL BE PAINTED: BENJAMIN MOORE,CHANTILLY LACE 2121-70, REGAL PEARL.DOOR SCHEDULEFIRE-RATING(5)MATERIAL(1)GLAZING(3)EXIST.E1EXIST.EXIST.EXIST.E4EXIST.E5EXIST.EXIST. DOOR TO REMAINE6E2EXIST.EXIST.EXIST.--EXIST.EXIST.EXIST. DOOR TO REMAIN--E3EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. DOOR TO REMAINGENERAL NOTES:1.VERIFY ALL ROUGH OPENINGS IN FIELD FOR PROPOSED DOOR FIT.2.PROVIDE LEVER DOOR HARDWARE, VERIFY W/ARCHITECT PRIOR TO ORDERING.3.G.C. TO VERIFY W/LANDLORD ALL PRODUCT & MATERIAL SELECTIONS.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.------EXIST.EXIST.EXIST.EXIST.------EXIST.EXIST.EXIST.EXIST. DOOR TO REMAINEXIST. DOOR TO REMAINEXIST. DOOR TO REMAINEXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.E7E8EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.----EXIST.EXIST.----EXIST.EXIST.EXIST. DOOR TO REMAINEXIST. DOOR TO REMAINEXIST.EXIST.EXIST.EXIST.----WALL FINISHESBASE FINISHESAA.MARBLE TILEBB.12"X24" PORCELAIN TILECC.PAVERSDD.CERAMIC TILEEE.CARPET ON PADFF.CARPET GLUE DOWNGG.EXPOSED CONCRETEHH.CONCRETE W/ CLEAR SEALERJJ.VINYL COMPOSITION TILEKK. LUXURY VINYL PLANKME. MATCH EXISTING FINISHES1.2 x 2 NON-TEGULARACOUSTIC LAY IN2.2 x 2 TEGULAR ACOUSTICLAY IN3. DIMENTIONAL TEE SYSTEM4.2 x 4 NON-TEGULARACOUSTIC LAY IN5.2 x 4 TEGULAR ACOUSTICLAY IN6.GYPSUM WALLBOARDEXPOSED7.GYPSUM WALLBOARDPAINTED8.EXPOSED STRUCTUREME. MATCH EXISTING FINISHESCEILING FINISHESA.CONCRETE BLOCK EXPOSEDB.CONCRETE BLOCK PAINTEDC.GYPSUM WALLBOARD EXPOSED(TAPED & FINISHED)D.GYPSUM WALLBOARDE.GYPSUM WALLBOARDF.12"X24" PORCELAIN TILEG.VINYL WALL COVERINGH. WOOD PANELSME.MATCH EXISTING FINISHESA1.4" RUBBER (COVE)A2.4" VINYL (COVE)A3.4" WOOD BASEA4.4" CARPETA5.MARBLE BASEA6.4" CERAMIC COVEA7.4" PORCELAINA8. 6" SOLID WOODME.MATCH EXISTINGFINISHESFLOOR FINISHESROOM FINISH SCHEDULERM.#RM.NAMEFLOORSBASEWALLSCLG. HT.REMARKSCLG. FINISHVERIFY FINISHES w/ TENANT100EXIST. WAITING AREANOT USEDEXIST. HALLWAY105EXIST. RETAIL AREAEXIST.EXIST.EXIST.EXIST.VERIFY FINISHES w/ TENANTVERIFY FINISHES w/ TENANTEXIST.103EXIST. STAFF LOUNGE104VERIFY FINISHES w/ TENANTEXIST. WOMENS106VERIFY FINISHES w/ TENANTEXIST. MENSVERIFY FINISHES w/ TENANTNOTES:- GC SHALL BE REQ'D TO SUBMIT MATERIAL, COLOR & FINISH SELECTIONS FOR ALL SPECIFIED ITEMS PRIOR TO ORDERING. GC SHALL OBTAIN OWNER/TENANT APPROVAL & SIGNATURE PRIOR TO SUBMISSION TO ARCHITECT.- WALL & CEILING FINISHES SHALL BE CLASS "C" MINIMUM, FLOOR FINISHES SHALL BE CLASS II MINIMUM. ALL FINISHES SHALL COMPLY W/ NFPA 101 CHAPTER 10.2 AND FBC CHAPTER 8.- G.C. SHALL PROVIDE ATTIC STOCK FOR ALL CARPET TILE AS FOLLOWS: 10% PROJECTS UNDER 5,000 SF. / 5% PROJECTS 5,000 SF AND LARGER.- ALL FLOOR TILE (EXCLUDING VINYL) TO BE INSTALLED OVER PEEL & STICK SOUND BARRIER MEMBRANE.NOT USED107EXIST. CLOSETVERIFY FINISHES w/ TENANT108101102EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. ELEC. ROOM109VERIFY FINISHES w/ TENANTEXIST. HALL110VERIFY FINISHES w/ TENANTEXIST. CONSULT.VERIFY FINISHES w/ TENANT111-112EXIST. SUPPLIESVERIFY FINISHES w/ TENANT113EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. SAFE ROOMVERIFY FINISHES w/ TENANT114EXIST. SUPPLIESVERIFY FINISHES w/ TENANT115EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. TRANSACTION116VERIFY FINISHES w/ TENANTEXIST. SUPPLIES117VERIFY FINISHES w/ TENANTEXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST.EXIST. OFFICE118VERIFY FINISHES w/ TENANTEXIST.EXIST.EXIST.EXIST.EXIST.EXISTING PARTITION TO BE REMOVEDPARTITION LEGENDEXISTING PARTITION TO REMAIN0102EXISTING NON-RATED TENANT SEPARATION PARTITIONPARTIAL HEIGHT PARTITION3-5/8" 25GA. METAL STUDS @ 24" O.C. WITH (1) LAYER5/8" G.W.B. EACH SIDE TO 72"AFF. (SEE DTL. 02/A-2.1)GENERAL NOTESALL DIMENSIONS ARE TO CENTERLINE OF STUD FOR NEW PARTITIONS AND FACE OFWALL FOR EXISTING PARTITIONS, UNLESS OTHERWISE INDICATEDG.C. SHALL CO-ORDINATE GROMMET HOLE LOCATIONS FOR ALL CABINETRY WITHTENANT. PROVIDE HOLES & GROMMETS AS NEEDED.PROVIDE 2x6 DIMENSIONED BLOCKING IN PARTITIONS TO RECEIVE WALL MOUNTEDFIXTURES, CABINETRY AND SHELVINGEXIST.111CONSULT.EXIST.100WAITING AREAEXIST.104STAFF LOUNGEEXIST.106WOMENS EXIST.107MENSEXIST.105HALLWAYEXIST.109ELEC. RMEXIST.112CONSULT.EXIST.113SUPPLIESEXIST.114SAFE ROOMEXIST.116TRANSACTION EXIST.118OFFICEEXIST.117SUPPLIESEXIST. JAN.108CLOSETEXIST.110HALLEXIST.101RETAIL AREAEXIST.115SUPPLIESE1E2E2E2E2E2E3E3E4E5E5E6E2E6E7E7E80101010101TYP.0201020303041SCHEDULED BASE3-5/8" 25GA. METAL STUDS@ 24" O.C.CORNER BEAD, TYP.5/8" GYPSUM WALLBOARD2X4 FIRE RETARDANT WDBLOCKINGA-2.1 FLOOR PLANCONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECD DEVELOPMENT REVISIONSPROJECTSHEETPERMIT REVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REG
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AELJ.KRAVIT·STATE OFFLORIDAREGISTEREDARCHITECT DATENo.DESCRIPTIONCONSTRUCTION PHASE REVISIONSDATENo.DESCRIPTION··AR9202ID5101IRORR··MJKAPH12ARCH.dwgAPH.12ICM02/25/20FORT PIERCELIBERTY HEALTH SCIENCESFORT PIERCE5053 TURNPIKE FEEDER ROADFLORIDAA1AAB2BBC3CC011/4" = 1'-0"FLOOR PLAN02PARTIAL HT PART.1" = 1'-0"6/3/20 PLAN REVIEW REVISIONS
CCCCCCCCCCCCCEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEEMERGENCY LIGHTING FIXTURE W/BATTERY PACK.(MATCH BLDG. STANDARD)HORN/STROBE, MATCH BUILDING STANDARD, DEVICE MUST BECERTIFIED AS COMPATIBLE WITH EXISTING FIRE ALARM CONTROLPANEL. CONTRACTOR TO CONFIRM CIRCUIT CAPACITY IN FIELDAND REPORT TO OWNER/ENGINEER. WALL MOUNT AT 80" A.F.F.OR 6" BELOW CEILING, WHICHEVER IS LOWER.A/C SUPPLY GRILLERETURN AIR GRILLESTROBE, MATCH BUILDING STANDARD, DEVICE MUST BECERTIFIED AS COMPATIBLE WITH EXISTING FIRE ALARM CONTROLPANEL. CONTRACTOR TO CONFIRM CIRCUIT CAPACITY IN FIELDAND REPORT TO OWNER/ENGINEER. WALL MOUNT AT 80" A.F.F.OR 6" BELOW CEILING, WHICHEVER IS LOWER.DUAL FACE EXIT SIGN/LIGHT (EDGE LIT LED W/ RED LETTERS &RECESSED CEILING MOUNT). PROVIDE FIXTURE WITH BATTERYBACK UP. HATCH AREA INDICATES FACE OF SIGN (7 WATTSMAXIMUM INPUT POWER PER FACE)CEILING MTD. EXHAUST FANSPCEILING MTD. SPEAKERCSECURITY CAMERASDSMOKE DETECTORSYMBOL LEGENDNOTE:LIGHT FIXTURE LOCATIONS MAY VARY DUE TO CONFLICTS W/EXISTING CONDITIONSABOVE CEILING.G.C. SHALL COORDINATE ALL FIXTURE & DEVICE TYPES W/OWNER PRIOR TO ORDERING.G.C. SHALL PROVIDE FULLY ENGINEERED SHOP DRAWINGS FOR MODIFICATION OFEXISTING FIRE ALARM SYSTEM.ALL LIGHT FIXTURES TO HAVE WARM WHITE LAMPS (3000K MAX).2' x 4' FLUORESCENT LAY IN 18 CELL PARABOLIC LIGHT FIXTURERINDICATES AN EXISTING FIXTURE TO BE REMOVEDINDICATES AN EXISTING FIXTURE TO REMAININDICATES A NEW FIXTUREINDICATES AN EXISTING RELOCATED FIXTURENERCP SCOPE DESIGNATIONSCEILING FANNOT ALL SYMBOLS MAY APPLY TO THESE PLANS.2' x 4' FLUORESCENT LAY IN 18 CELL PARABOLIC EMERGENCYLIGHT FIXTURE2' x 2' FLUORESCENT LAY IN 9 CELL PARABOLIC LIGHT FIXTUREEXISTING PARTITION TO BE REMOVEDPARTITION LEGENDEXISTING PARTITION TO REMAINGENERAL NOTESALL DIMENSIONS ARE TO CENTERLINE OF STUD FOR NEW PARTITIONS AND FACE OFWALL FOR EXISTING PARTITIONS, UNLESS OTHERWISE INDICATEDG.C. SHALL CO-ORDINATE GROMMET HOLE LOCATIONS FOR ALL CABINETRY WITHTENANT. PROVIDE HOLES & GROMMETS AS NEEDED.PROVIDE 2x6 DIMENSIONED BLOCKING IN PARTITIONS TO RECEIVE WALL MOUNTEDFIXTURES, CABINETRY AND SHELVINGJUNCTION BOXINSTALLED ABV. CLG.(AVOID CABLE HOLES,A/C DUCT, ETC.)LT. FIXTURE SUPPORTWIRE (TYP. OF 2)CEILING STRUCTURETYP. CONDUITCONCEALED ABV.SUSPENDED CLG.TO NEXT JUNCTIONBOX OR HOMERUN#10GA. GALV. CLG.HANGER WIRELIGHT FIXTURE GRID MOUNTING DETAILLIGHTING FIXTURESUSPENDED CLG.GRID (BY OTHERS)NOTE:1.PROVIDE #12 GREEN GROUND WIRE IN FLEXIBLE CONDUIT W/ BRANCHCIRCUIT WIRING & BOND TO OUTLET BOX & FIXTURE HOUSING.2.SECURELY FASTEN FIXTURE TO CLG. STRUCTURE ABOVE W/ (2)FIXTURE SUPPORT WIRES PER FIXTURE.FLEXIBLE CONDUITALLOW SUFFICIENTSLACK SO THATFIXTURE CAN BE BESHIFTED ONECOMPLETE TILE INANY DIRECTIONA-6.1REFLECTED CEILING PLANCONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECD DEVELOPMENT REVISIONSPROJECTSHEETPERMIT REVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REG
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LJ.KRAVITxSTATE OFFLORIDAREGISTEREDARCHITECT DATENo.DESCRIPTIONCONSTRUCTION PHASE REVISIONSDATENo.DESCRIPTIONxxAR9202ID5101IRORRxxMJKAPH12ARCH.dwgAPH.12ICM02/25/20FORT PIERCELIBERTY HEALTH SCIENCESFORT PIERCE5053 TURNPIKE FEEDER ROADFLORIDAA1AAB2BBC3CC1/4" = 1'-0"01REFLECTED CEILING PLANLT. FIX. MOUNTING DTL.02N.T.S.3 3/28/19 FIELD COORD. REVISION
1. Min 4-1/2 in. (114 mm.)thick lightweight or normal weight(100-150 pcf or 1600-2400 kg/m³) concrete. Wall may also be constructed of any UL Classified. Max diam. of circular through opening is 32-1/2 in.(826 mm)See (CAZT) category in the Fire Resistant Directory for namesof manufacturers.1A. (Optional, not shown) - Nom 12 in.(305 mm) diam (or smaller) Schedule40 (or heavier) steel pipe sleeve cast into concrete floor or wall. Sleeve to be flushwith or project max 2 in. (51 mm)from top surface of floor or from both surfaces of wall.As analternate, nom. 12 in.(305mm)diam (or smaller)sleeve fabricated from nom 0.019 in. (0.48 mm)thick galv steel cast or grouted into floor or wall assembly flush with floor or wall surfaces.2. One metallic pipe, conduit or tubing installed eitherconcentrically or eccentrically within the firestop system. The annular spacebetween pipe, conduit or tubing and periphery of opening shall be min of 0 in.(0 mm,point contact) to max 1-3/8 in.(35 mm). Pipe, conduit or tubing to be rigidly supported onboth sides of wall assembly. The following types and sizes of metallic pipes,conduits or tubing may be used: A. Nom 30 in. (762mm) diam(or smaller) Schedule 10 (or (heavier) steel pipe. A1. Iron Pipe Nom 30 in.(762 mm) diam (or smaller) cast or ductile iron pipe. B. Conduit Nom 6 in. (152 mm) diam (or smaller) rigid steel conduit. C. Conduit Nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing.3. Polyethylene backer rod or nom 1 in. (25 mm) thickness of tightly-packed ceramic (alumina silica) fiber blanket, mineral wool batt or glass fiberinsulation material used as a permanent form. Packing material to be recessed fromtop surface of floor or from both surfaces of solid concrete or concrete block wallas required to accomodate the required thickness of caulk fill material (Item 4).As an alternate when max pipe size is 10 in. (254 mm)diam and when max annular space is1 in. (25mm), a min 1 in.(25mm) thickness of tightly packed ceramic fiber blanket or mineral woolbatt packing material may be recessed min 1/2 in. (13mm) from bottom surface of floor orfrom either side of solid concrete wall.4. Fill, Void or Cavity Materials* - Caulk Applied to fill the annular space to the min thicknessshown in the following table:10 (254)10 (254)30 (762)1(25)1 (25)2-1/2 (64)BR, CF, GF or MWCF or MWBR, CF, GF or MW1/2 (13) (b)1/2 (13) (c)1(25) (b)(a) BR = Polyethylene backer rod.CF = Ceramic fiber blanket.GF = Glass fiber insulation.MW = Mineral-wool batt.(b) Caulk installed flush with top surface of floor or bothsurfaces of wall(c) Caulk installed flush with bottom surface of floor or onesurface of solid (non-concrete block) wall3M Company- Type CP 25WB +or FB-3000 WT(Note- W rating applies only when FB-3000 WT is used on topsurface of floor and when it laps onto concrete for sleeved opening)*Bearing the UL Classification Mark1. Min 6 in. thick reinforced lightweight or normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified . Max diam of oppening is 6 in.See (CAZT) category in the Fire Resistant Directory for namesof manufacturers.2. One metallic pipe, conduit or tubing to be installed eitherconcentrically or eccentrically within the firestop system. The annular space withinthe firestop system is dependent upon the type of through penetrant, use of thepacking material, and type and thickness of fill materials as tabulated in Item 3B.Pipe, conduit or tubing to be rigidly supported on both sides of floor or wallassembly. The following types and sizes of metallic pipes, conduits or tubing maybe used: A. Nom 4 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Nom 4 in. diam (or smaller) cast or ductile iron pipe. C. Nom 4 in. diam (or smaller) steel electrical metallic tubing or rigid steel conduit.Steel or IronPipeSteel or IronPipeSteelConduitor TubingSteelConduitor TubingCopper PipeorTubingCopper PipeorTubing----3/43/43/43/40, 1-1/20, 1-1/2--------OptionalRequiredOptionalRequiredRequiredRequiredSealantPuttySealantPuttySealantPutty5/85/83/43/43/43/4 -- SpecSeal Series SSS Sealant, SpecSeal LCI Sealant or SpecSeal Putty*Bearing the UL Classification Mark1. Min 4-1/2 in. thick lightweight or normal weight(100-150 pcf) concrete. Wall may also be constructed of any UL Classified. Max diam of opening is 14 in.See Concrete Blocks (CAZT) category in the Fire Resistance Directory for namesof manufacturers.2. One metallic pipe, conduit or tube to be installedconcentrically or eccentrically within the firestop system. The annular space shallbe min 0 in. to max 1-3/8 in. Pipe, conduit or tube to be rigidly supported on bothsides of floor or wall assembly. The following types and sizes of metallic pipes orconduits may be used: A. Nom 12 in. diam (or smaller) Schedule 10 (or heavier) steel pipe. B. Nom 4 in. diam (or smaller) steel electrical metallic tubing or steel conduit. C. Nom 3 in. diam (or smaller) Type L (or heavier) copper tubing.3. Min 2-1/2 in. thickness of min 4.0 pcf mineral wool battinsulation firmly packed into opening as a permanent form. Packing material to berecessed from top surface of floor or from both surfaces of wall as required toaccomodate the required thickness of fill material.4. Min 1 in. thickness of sealantapplied within the annulus, flush with top surface of floor or with both surfaces ofwall. A min 3/4 in. diam bead of sealant shall be applied at the pipe/concrete slabinterface for a min 3 in. length on both sides of the point contact location. -- NPC 50 Firestop1. The 1, 2, 3 and 4 hr fire-rated gypsum wallboard/stud wallassembly shall be constructed of the materials and in the manner described in theindividual U300 or U400 Series Wall or Partitions Designs in the UL FireResistance Directory and shall include the following construction features: A. Wall framing may consist of either wood studs (max 2 h fire rated assemblies) or steel channel studs. Wood studs to consist of nom 2 by 4 in.(51 by 102mm) lumber spaced 16 in.(406 mm) OC with nom 2 by 4 in.(51 by 102 mm) lumber end plates and cross braces. Steel studs to be min 3-5/8 in.(92 mm) wide by 1-3/8 in.(35 mm) deep channels spaced max 24 in.(610 mm)OC. B. Nom 1/2 or 5/8 in. thick, 4 ft. (122 cm) wide with square or tapered edges. The gypsum wallboard type, thickness, number of layers, fastener type and sheet orientation, shall be as specified in the individual U300 or U400 Series Design in the UL Fire Resistance Directory. Max diam of opening is 26 in. (660 mm)2. One metallic pipe, conduit or tubing installed either concentricallyor eccentrically within the firestop system. The annular space between pipe , conduit or tubingand periphery of opening shall be min. of 0 in (0 mm)(point contact) to max. 2 in. (51 mm)pipe, conduit or tubing to be rigidly supported on both sides of wall assembly. The following typesand sizes of metallic pipes, conduits or tubing may be used: A. Nom 24 in.(610 mm) diam (or smaller) Schedule 10 (or heavier) steel pipe B.- Nom 24 in (610 mm)diam (or smaller) service weight (or heavier) cast iron soil pipe, nom 12 in. (305 mm)diam (or smaller) or class 50 (or heavier) ductile iron pressure pipe. C- Nom 6 in. (152 mm)diam(or smaller) steel conduit or nom 4 in. (102 mm) diam (or smaller) steel electrical metallic tubing D-Nom 6 in. (152 mm) diam (or smaller) Type L (or heavier) copper tubing E. Nom 6 in.(152 mm)diam (or smaller)Regular (or heavier)Copper Pipe F. Flexible Metal Piping The following types of steel flexible metal gas piping may be used: 1. Nom 2 in. (51 mm) diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly OMEGA FLEX INC. 2. Nom 1 in. (25 mm)diam (or smaller) steel flexible metal gas piping. Plastic covering on piping may or may not be removed on both sides of floor or wall assembly GASTITE, DIV OF TITEFLEX 3. Nom 1 in. (25 mm) diam (or smaller) steel flexible metal gas piping. plastic covering on piping may or may not be removed on both sides of floor or wall assemsbly WARD MFG LLC3. -- Caulk or Sealant- min. 5/8, 1- 1/4, 1- 7/8 and 2- 1/2 in.(16,32,48 and 64 mm)thickness of caulk for 1,2,3 and 4 hr rated assemblies, respectively,appliedwithin annulus, flush with both surfaces of wall. Min. 1/4 in (6 mm )diam bead of caulk applied togypsum board/penetrant interface at point contact location on both sides of wall. The hourly F ratingof the firestop system is dependent upon the hourly fire rating of the wall assemsbly in which it isinstalled, as shown in the following table . The hourly T rating of the firestop system is dependent uponthe type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it isinstalled as tabulated below:1 (25 )1 (25)4 (102)6 (152)12 (305)1 or 23 or 41 or 23 or 41 or 20+, 1 or 23 or 4000+ When copper pipe is used, T Rating is 0 h.3M COMPANY- CP 25WB+ OR FB-3000 WT.*Bearing the UL Classification Mark1. Lightweight or normal weight (100-150 pcf or 1600-2400 kg/m³)concrete. Except as footnoted for floor assembly in table under Item 3, min thickness ofsolid concrete floor or wall assembly is 4-1/2 in.(114 mm) Floor assembly may also beconstructed of any min 6 in. (152 mm) thick UL Classified hollow core Wall may also be constructed of any UL Classified Diam of openingthrough floor or wall to be 0 to 1/4 in. (0 to 6 mm) larger than the outside diam of nom 2 in.(51 mm) diam and smaller pipes or conduits. Diam of opening to be 0 to 1/2 in. (0 to 13 mm)larger than the outside diam of nom 2-1/2 in. (64 mm) diam and larger pipes or conduits.Max diam of opening is 7 in. (178 mm)See (CAZT) and (CFTV) categories inFire Resistance Directory for names of manufacturers.2. One nonmetallic pipe or conduit to be centered in the through opening.Pipe or conduit to be rigidly supported on both sides of the floor or wall assembly. The followingtypes and sizes of nonmetallic pipes or conduits may be used: A. Nom 6 in.(152 mm) diam (or smaller) Schedule 40 solid-core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system.PVC, ccPVCor CPVC1/2 to1-1/22-1/21101/2 to1-1/22-1/21111/2 to 22-1/22102-1/22-1/22-1/22-1/21122112223010024-1/2222-1/2to 33-1/2to 41/2 to1-1/2PVC, ccPVCor CPVCPVC, ccPVCor CPVCPVC, ccPVCor CPVCPVC, ccPVCor CPVCPVC, ccPVCor CPVCABS, ccABSor FRPP(a)ABS, ccABSor FRPP(a)ABS, ccPVCor FRPP(a)PVC, ccPVCCPVC, ABSABS, ccABSor FRPP(a)PVC, ccPVCCPVCABS, ccABSor FRPP(a)PVC, ccPVCCPVC, ABS24-1/21222-1/2to 34-1/21232224-1/22-1/2to 3224-1/21-1/23-1/2to 4ccABS, PBor FRPP(a)PVC, ccPVCCPVCPVC, ccPVCCPVC24-1/23-1/2to 423ABS, ccABSor FRPP(b)PVC4-1/26303 (a) - Requires use of aluminum tape detailed in Item 3E. (b) - Requires use of pipe covering detailed in Item 3D. (c) - For nom 6 in. (152 mm) diam pipe, 1 in. and 2 in.(25 to 51 mm) wide wrap strips are "Stacked" to attain nom 3 in.(76 mm) wrap strip width. Each layer of wrap strip to be installed with butted seam with butted seams in succesive layer staggered. Wrap strip layers temporarily held in position using aluminum foil tape, steel wire tie, or equivalent. In wall assemblies, the wrap strip is to be installed in the same manner used for floor assemblies, but it shall be installed symmetrically on both sides of the wall assembly. B. (Not Shown) - Generous bead of caulk or putty to be applied to outer perimeter or wrap strip at its interface with floor or wall surface(s). Caulk; FB-3000 WT sealant; Type MP+ Stix putty or IC 15WB+ caulk. (Note: L Ratings apply only when type CP 25WB+ caulk or FB-3000 WT sealant is used. CP 25WB+ not suitable for use with CPVC pipes) C. Nom 1, 2 or 3 in. (25,51 or 76 mm) deep collar, dependent upon wrap strip width, with 1-1/4 in.(32 mm) wide by 2 in. (51 mm)long anchor tabs and min 1/2 in. (13 mm) long tabs to retain wrap strip layers. Coils of precut 0.016 in.(0.41 mm) thick (28 gauge) galv sheet steel available from wrap strip manufacturer. As an alternate, collar may be field-fabricated from min 0.016 in. (0.41 mm)thick (28 gauge) galv sheet steel in accordance with instruction sheet supplied by wrap strip manufacturer. Steel collar, with anchor tabs bent outward 90 deg. wrapped tightly around wrap strip layers with min 1 in.(25 mm) overlap at seam. Anchor tabs to be pressed tightly against floor or wall surface(s), and collar to be compresed around wrap strip layers using a min 1/2 in. (13 mm) wide by 0.028 in. (0.71 mm) thick stainless steel band clamp at the collar midheight. Two band clamps are required for 3 in. (76 mm)high collar on nom 6 in. (152 mm)diam pipe. As an alternate to the band clamps, 1 in. and 2 in. (25 and 51 mm) deep collars may be secured by a means No. 10 by 1/2 in. (13 mm) long sheet metal screws installed in the vertical axis at the center of the 1 in. (25 mm) overlap along the perimeter joint of the collar. a min of two and three screws are required for 1 and 2 in. (25 and 51 mm)deep collars, respectively.Collar to be secured to floor or wall surface(s) with 1/4 in.(6 mm)diam by min 1-1/2in (38 mm) long steel expansion bolts, or equivalent, in conjunction with steel nuts and min 1 1/4 in (32 mm) diam steel fender washers. Anchor bolts to be used with every other anchor tab or as described in the following which ever is greater.(Continues) D. Nom 4 in. diam (or smaller) Type L (or heavier) copper tubing. E. Nom 4 in. diam (or smaller) Regular (or heavier) copper pipe.3. The firestop system shall consist of the following: A. Nom 1 in. thick by min 2-1/2 in. long hollow cylindrical heavy density (min 3.5 pcf) unfaced glass fiber units wrapped around pipe and secured together by means of No. 24 AWG steel tie wire on both sides of the wall. Packing material shall be recessed from both surfaces of wall as required to accomodate the required thickness of fill material. The use of packing material within the firestop system is dependent upon the type of through penetrant and type and thickness of fill material within the firestop system used as tabulated in Item 3B. See (BRGU) category in the Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specification and bearing the UL Classification Marking with a Flame Spread Index of 25 or less and a Smoked Developed Index of 50 or less may be used. B. Fill material applied within the annulus, on both surfaces of wall. Additional fill material to be installed such that a min 1/4 in. crown is formed around the through penetrant. At the point contact location between through penetrant and concrete, a min 3/8 in. diam bead of fill material shall be applied at the concrete/through penetrant interface on both surfaces of wall. The type and thickness of fill material is dependent upon the the type of through penetrant, annular within the firestop system and use of packing material within the firestop system as tabulated below: B. Nom 4 in. (102 mm)diam or smaller) Schedule 40 cellular core PVC pipe for use in closed (process or supply) or vented (drain, waste or vent) piping system. C. Nom 6 in. (152 mm) diam (or smaller) SDR 13.5 CPVC pipe for use in closed (process or supply) piping systems. D. Nom 4 in. (102 mm) diam (or smaller) Schedule 40 solid-core ABS pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. E. Nom 4 in. (102 mm) diam (or smaller) Schedule 40 cellular core ABS pipe for use in closed (process or supply) or vented (drain,waste or vent) piping systems. F. Nom 3 in. (76 mm) diam (or smaller) SDR11 (or heavier) PB pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. G. Nom 4 in. (102 mm) diam (or smaller) (Schedule 40 or 80) PVC conduit installed in accordance with Article 347 of the National Electric Code (NFPA No. 70). H. Nom 4 in. (102 mm) diam (or smaller) Schedule 40 (or heavier) FRPP pipe for use in closed (process or supply) or vented (drain, waste or vent) piping systems. See Rigid Nonmetallic Conduit (DZKT) category in UL Electrical Construction Materials Directory for names of manufacturers.3. The details of the firestop system shall be as follows: A. Nom 1/4 in. (6 mm) thick intumescent elastomeric material faced on one side with aluminum foil, supplied in 1 and 2 in. (25 and 51 mm) wide strips. Strips tightly wrapped around nonmetallic pipe (foil side exposed) with the edges butted against the underside of the concrete floor or both sides of wall surface. Sufficient layers of wrap strip shall be installed to lap a min of 3/16 in. (5 mm) on the concrete around the entire perimeter of the through opening. The min wrap strip width and the min number of layers of wrap required is dependent upon the pipe type, the nom pipe diam, the wall of floor thickness and the hourly T Rating required, as shown in the following table: Two anchor bolts, symmetrically located, required for nom 1/2 in. ( 13 mm) to nom 2in. (51mm) diam pipes. Three anchor bolts, symmetrically located,required for nom 2-1/2 to 3 in. (64 to 76 mm) diam pipes. Four anchor bolts,symmetrically located, required for nom 3-1/2 and 4 in.(89 to 102 mm) diam pipes. For 6 in. (152 mm) diam pipes, anchor bolts to be used with each anchor tab. Retainer tabs to be bent 90 deg toward pipe to lock wrap strip layers in position. D. - Nom 1 in. (25 mm) thick hollow cylindrical heavy density glass fiber units jacketed on the outside with an all service jacket. When required (see table), min 6 in. (152 mm) length of pipe covering installed around pipe at its egress from the steel collar (Item C) on the underside of floor or on both sides of wall. Pipe covering secured to pipe with steel wire ties spaced max 4 in.(102 mm) OC. Edge of pipe covering abutting steel collar to be sealed with a min 1/4 in. (6 mm) diam bead of caulk or putty (Item B). See (BRGU) category in Building Materials Directory for names of manufacturers. Any pipe covering material meeting the above specifications and bearing the UL Classifications Marking with a Flame Spread Index of 25 or less and a Smoke Developed Index of 50 or less may be used. E. When required (see tables), nom 4 in. (102 mm ) wide, 3 mil thick aluminum tape installed around pipe prior to installation of wrap strip (Item 3A) or Firestop Device (Item 3F). Min one layer wrapped around pipe with top edge of tape flush with bottom surface of floor and extending downward. In walls , min one layer wrapped around pipe flush with both sides of wall and extending outward. E. Firestop Device* (Not Shown) - As an alternate to Items A and C when nom 1-1/2, 2, 3, 4 or 6 in. (38,51,76,102 or 152 mm)diam nonmetallic pipes are used, a firestop device consisting of a sheet-steel split collar lined with intumescent material and provided with steel clips for attachment may be used. Firestop device to be installed on underside of floor or on both sides of wall in accordance with the accompanying installations instructions. The firestop device type to be used is dependent upon the wall of floor thickness,the pipe type and nom pipe diam, as tabulated below:PVC, ccPVCor CPVCABS, ccABSor FRPP(a)1-1/22-1/2PPD 1.5 orPPD 150PVC, ccPVCor CPVC22-1/2PPD 2 orPPD 200ABS, ccABSor FRPP(a)PVC, ccPVCor CPVC2-1/2PPD 3003PVC, ccPVCor CPVC2-1/2PPD 4004PB4-1/2PPD 1501-1/2PB4-1/2PPD 2002PVC, ccPVCor CPVC4-1/2PPD 3 or3PPD 300ABS, ccABSor FRPP(a)PB4-1/2PPD 3003PVC, ccPVCor CPVC4PPD 4 orPPD 4004-1/2ABS, ccABSor FRPP(a)44-1/2PPD 400PPD 664-1/2PVC(a) - Requires use of aluminum tape detailed in Item 3E.(b) - Requires use of pipe covering detailed in Item 3D.++Bearing the UL Listing Mark*Bearing the UL Classification Mark1. Floor Assembly Min 4-1/2 in thick steel-reinforced lightweight or normal weight (100-150 pcf or 1600-2400 kg/m) structural concrete.2. Wall Assembly The 1 or 2 hr fire rated gypsum wallboard/steel stud wall assembly shall beconstructed of the materials and in the manner described in the individual U400 or V400-Series Wall andPartition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor And Ceiling Runners Floor and ceiling runners of wall assembly shall consist of min No. 25 gauge galv steel channels sized to accommodate steel studs (Item 2B). Ceiling runner to be provided with min 1-1/2 in.(38 mm) flanges. Ceiling runner secured to concrete floor slab with steel masonry anchors spaced max 24 in.(610mm) OC. A1. Light Gauge Framing* - Slotted Ceiling Runner As an alternate to the ceiling runner in Item 2A, ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs (Item 2B). Ceiling runner secured to concrete floor slab with steel masonry anchors spaced max 24 in. (610 mm) OC. SCAFCO STEEL STDU MANUFACTURING CO BRADY CONSTRUCTION INNOVATIONS INC., DBA SLIPTRACK SYSTEMS INC -- SLP-TRK MARINO/WARE, DIV. OF WARE INDUSTRIES INC.-Type SLT TELLING INDUSTRIES LLC-True-Action deflection Track A2. Light Gauge Framing*-Notched Ceiling Runner-As an alternate to the ceiling runners in items 2A and 2A1,notched ceiling runners to consist of C-shaped galv. steel channel with notched return flanges sized to accommodate steel studs (item 2B), notched ceiling runner secured to concrete floor slab with steel masonry anchors spaced max. 24 in (610 mm) O.C. OLMAR SUPPLY INC.-Type SCR B. Studs Steel studs to be min 3-1/2 in. (89 mm)wide, studs cut 1/2 to 3/4 in(13 to 19 mm). less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment. When slotted ceiling runner is used, steel studs secured to runner with No. 8 by 1/2 in (13 mm). long wafer head steel screws at midheight of slot on each side of wall. Stud spacing not to exceed 24 in(610 mm) OC. C. Gypsum Board* Gypsum board sheets installed to a min total thickness of 5/8 in.(16 mm) and 1-1/4 in.(32 mm) on each side of wall for 1 and 2 hr rated assemblies, respectively. Wall to be constructed as specified in the individual Wall and Partition Design in the UL Fire Resistance Directory, except that a nom 1 in (25 mm). gap shall be maintained between the top of the gypsum board and the lower surface of the floor and the top row of screws shall be installed into the studs 1 in. (25 mm) below the bottom of the ceiling runner. The hourly fire rating of the joint system is equal to the hourly fire rating of the wall.3. Joint System Max separation between bottom of floor and top of wall is 1 in.(25 mm) The joint system isdesigned to accommodate a max 25 percent compression or extension from its installed width.The joint system consists of the following: A. Forming Material* Min 3/8 and 1 in.(10 and 25 mm) wide strips of min 4 pcf (64 kg/m³)mineral wool batt insulation for 1 and 2 hr rated assemblies, respectively. Mineral wool strips to be compressed approximately 33 percent in thickness to fill the max 1 in.(25 mm) gap between top of gypsum board and bottom of floor on both sides of the wall and recessed from each surface of wall to accommodate the required thickness of fill material. IIG MINWOOD LLC -- Minwool-1200 Safing ROCK WOOL MANUFACTURING CO -- Delta Board or Delta -8 ROCKWOOL MALAYSIA SDN BHD-Type Safe ROXUL INC -- Type Safe THERMAFIBER L L C -- Type SAF B. Fill, Void or Cavity Material* - Sealant Min 1/4 in. (6 mm)thickness of sealant installed on each side of the wall between the top of the wallboard and the bottom of the floor to completely cover mineral wool. An additional min 1/8 in. (3.2 mm) thickness of sealant to overlap onto gypsum board a min of 1/2 in.(13 mm) 3M COMPANY -- FireBarrier 1000 NS*Bearing the UL Classification MarkTI-1.1FIRE PENETRATION DETAILSCONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECONSULTANTPROJECTSHEETREVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952018 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.STA
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MJKAPH03ARCH.dwgAPH03ICM07/16/18CANNIBIS EDUCATION CENTERAPHRIA, LLCBOCA RATON9912 GLADES ROADFLORIDA
RECEPTACLESTLIGHT SWITCHES, THERMOSTATS,ETC., ALIGN HORIZONTALLY &LOCATE ADJACENT TO EACH OTHER& DOOR U.N.O. (T-STATS SHALLNOT BE LOCATED IN CENTER OFPARTITION W/O ARCHITECT'SWRITTEN AUTHORIZATION)HORN & STROBECONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECONSULTANTPROJECTSHEETREVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952018 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.STA
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OFFLORIDAMICH
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-AR9202REGISTEREDARCHITECT
MJKAPH03ARCH.dwgAPH03ICM07/16/18CANNIBIS EDUCATION CENTERAPHRIA, LLCBOCA RATON9912 GLADES ROADFLORIDAADA REFERENCE STANDARDSTI-2.101ACCESSIBILITY DETAILSN.T.S.
CONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECONSULTANTPROJECTSHEETREVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952018 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.STA
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OFFLORIDAMICH
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-AR9202REGISTEREDARCHITECT
MJKAPH03ARCH.dwgAPH03ICM07/16/18CANNIBIS EDUCATION CENTERAPHRIA, LLCBOCA RATON9912 GLADES ROADFLORIDAADA REFERENCE STANDARDSTI-2.201N.T.S.ACCESSIBILITY DETAILS
CONSTRUCTION DOCUMENTS
CHECKED BY:
FILENAME:
DRAWN BY:
PROJECT NUMBER:
ISSUED:
DESIGN DEVELOPMENT
SCHEMATIC DESIGN
SITE PLANNING
PROJECT PHASE
CD DEVELOPMENT REVISIONS
PROJECT
SHEET
PERMIT REVISIONS
DATENo.DESCRIPTION
FLORIDA CORPORATE LICENSE No. AAC001495
2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.
THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS
WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGIN T E DESI
GNEMICHA E L J .K
R
AVITx
STATE OF
FLORIDAREGI
S
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ERED A R C H ITECTDATENo.DESCRIPTION
CONSTRUCTION PHASE REVISIONS
DATENo.DESCRIPTION
x x
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ID5101
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3
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AA
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APH12ARCH.dwg
APH.12
ICM
02/XX/20
CANNABIS EDUCATION CENTER
APHRIA, LLC
FORT PIERCE
5053 TURNPIKE FEEDER ROAD
FLORIDA
signed
KAMM CONSULTING PROJECT #:
PRINCIPAL
Florida License #58232Bradly L Brown
PROJECT MANAGER:
date
Certification of Authorization #8189
Fort Pierce, Florida 34950
Phone 772.595.1744
bbrown@kammconsulting.com
1408 Orange Avenue
2020-0109
DUANE MILLAR
ISSUED FOR PERMIT 02-04-20
-
05-29-20
05/11/20 BLDG DEPT RESPONSES
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109
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CONSTRUCTION DOCUMENTS
CHECKED BY:
FILENAME:
DRAWN BY:
PROJECT NUMBER:
ISSUED:
DESIGN DEVELOPMENT
SCHEMATIC DESIGN
SITE PLANNING
PROJECT PHASE
CD DEVELOPMENT REVISIONS
PROJECT
SHEET
PERMIT REVISIONS
DATENo.DESCRIPTION
FLORIDA CORPORATE LICENSE No. AAC001495
2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.
THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS
WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGIN T E DESI
GNEMICHA E L J .K
R
AVITx
STATE OF
FLORIDAREGI
S
T
ERED A R C H ITECTDATENo.DESCRIPTION
CONSTRUCTION PHASE REVISIONS
DATENo.DESCRIPTION
x x
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ID5101
IR O
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xx
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3
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B
AA
1
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MJK
APH12ARCH.dwg
APH.12
ICM
02/XX/20
CANNABIS EDUCATION CENTER
APHRIA, LLC
FORT PIERCE
5053 TURNPIKE FEEDER ROAD
FLORIDA
signed
KAMM CONSULTING PROJECT #:
PRINCIPAL
Florida License #58232Bradly L Brown
PROJECT MANAGER:
date
Certification of Authorization #8189
Fort Pierce, Florida 34950
Phone 772.595.1744
bbrown@kammconsulting.com
1408 Orange Avenue
2020-0109
DUANE MILLAR
ISSUED FOR PERMIT 02-04-20
-
05-29-20
04/16/20 BLDG DEPT RESPONSES
05/11/20 BLDG DEPT RESPONSES
CONSTRUCTION DOCUMENTS
CHECKED BY:
FILENAME:
DRAWN BY:
PROJECT NUMBER:
ISSUED:
DESIGN DEVELOPMENT
SCHEMATIC DESIGN
SITE PLANNING
PROJECT PHASE
CD DEVELOPMENT REVISIONS
PROJECT
SHEET
PERMIT REVISIONS
DATENo.DESCRIPTION
FLORIDA CORPORATE LICENSE No. AAC001495
2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.
THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS
WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGINT E DESIG
NEMICHAE L J.KR
A
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STATE OF
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ID5101
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AA
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MJK
APH12ARCH.dwg
APH.12
ICM
02/XX/20
CANNABIS EDUCATION CENTER
APHRIA, LLC
FORT PIERCE
5053 TURNPIKE FEEDER ROAD
FLORIDA
signed
KAMM CONSULTING PROJECT #:
PRINCIPAL
Florida License #58232Bradly L Brown
PROJECT MANAGER:
date
Certification of Authorization #8189
Fort Pierce, Florida 34950Phone 772.595.1744bbrown@kammconsulting.com
1408 Orange Avenue
2020-0109
DUANE MILLAR
ISSUED FOR REVIEW -
NOT FOR PRICING OR CONSTRUCITON
-
115
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BREAK
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112
CONSULT.
ELEC.
109
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MEN'S
107
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CONSTRUCTION DOCUMENTS
CHECKED BY:
FILENAME:
DRAWN BY:
PROJECT NUMBER:
ISSUED:
DESIGN DEVELOPMENT
SCHEMATIC DESIGN
SITE PLANNING
PROJECT PHASE
CD DEVELOPMENT REVISIONS
PROJECT
SHEET
PERMIT REVISIONS
DATENo.DESCRIPTION
FLORIDA CORPORATE LICENSE No. AAC001495
2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.
THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS
WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGIN T E DESI
GNEMICHA E L J .K
R
AVITx
STATE OF
FLORIDAREGI
S
T
ERED A R C H ITECTDATENo.DESCRIPTION
CONSTRUCTION PHASE REVISIONS
DATENo.DESCRIPTION
x x
AR9202
ID5101
IR O
RR
xx
CC
3
C
BB
2
B
AA
1
A
MJK
APH12ARCH.dwg
APH.12
ICM
02/XX/20
CANNABIS EDUCATION CENTER
APHRIA, LLC
FORT PIERCE
5053 TURNPIKE FEEDER ROAD
FLORIDA
signed
KAMM CONSULTING PROJECT #:
PRINCIPAL
Florida License #58232Bradly L Brown
PROJECT MANAGER:
date
Certification of Authorization #8189
Fort Pierce, Florida 34950
Phone 772.595.1744
bbrown@kammconsulting.com
1408 Orange Avenue
2020-0109
DUANE MILLAR
ISSUED FOR PERMIT 02-04-20
-
05-29-20
04/16/20 BLDG DEPT RESPONSES
C
C
C
C
C
C
C
C
C
C C
C
C
115
SUPPLIES
RETAIL
101
AREA
110
HALL
108
CLOSET
BREAK
103
AREA
BREAK
102
AREA
117
SUPPLIES
118
OFFICE
WAITING
119
AREA
TRANSACTION
116
AREA
SAFE
114
ROOM
113
SUPPLIES
112
CONSULT.
ELEC.
109
ROOM
105
HALLWAY
MEN'S
107
RESTROOM
WOMEN'S
106
RESTROOM
STAFF
104
LOUNGE
RETAIL
101
AREA
100
LOBBY
111
CONSULT.
CONSTRUCTION DOCUMENTS
CHECKED BY:
FILENAME:
DRAWN BY:
PROJECT NUMBER:
ISSUED:
DESIGN DEVELOPMENT
SCHEMATIC DESIGN
SITE PLANNING
PROJECT PHASE
CD DEVELOPMENT REVISIONS
PROJECT
SHEET
PERMIT REVISIONS
DATENo.DESCRIPTION
FLORIDA CORPORATE LICENSE No. AAC001495
2019 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.
THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESS
WRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.REGIN T E DESI
GNEMICHA E L J .K
R
AVITx
STATE OF
FLORIDAREGI
S
T
ERED A R C H ITECTDATENo.DESCRIPTION
CONSTRUCTION PHASE REVISIONS
DATENo.DESCRIPTION
x x
AR9202
ID5101
IR O
RR
xx
CC
3
C
BB
2
B
AA
1
A
MJK
APH12ARCH.dwg
APH.12
ICM
02/XX/20
CANNABIS EDUCATION CENTER
APHRIA, LLC
FORT PIERCE
5053 TURNPIKE FEEDER ROAD
FLORIDA
signed
KAMM CONSULTING PROJECT #:
PRINCIPAL
Florida License #58232Bradly L Brown
PROJECT MANAGER:
date
Certification of Authorization #8189
Fort Pierce, Florida 34950
Phone 772.595.1744
bbrown@kammconsulting.com
1408 Orange Avenue
2020-0109
DUANE MILLAR
ISSUED FOR PERMIT 02-04-20
-
05-29-20
04/16/20 BLDG DEPT RESPONSES
curing, protecting, cleaning, and similar requirements.Install: Operation at project site, including unloading, unpacking, assembly,erection, placing, anchoring, applying, working to dimension, finishing,Provide: Furnish and install, complete and ready for intended use.experts in work they are engaged to install.noted.meaning. Imperative language is directed at Contractor, unless otherwise Overlapping/Conflicting Requirements: Most stringent (generally) requirementwritten directly into the contract documents is intended and will be enforced, unless specifically detailed language written into the contractsubcontractor or sub-subcontractor. Installers are required to be skilledSpecification Text Format: Underscoring facilitates scan reading, no otherInstaller: Entity (firm or person) engaged to install work, by Contractor,proceeding.proceeding.work must comply (within specified tolerances), or may exceed minimumswithin reasonable limits. Refer uncertainties to Architect/Engineer before Minimum Requirements: Indicated requirements are for a specific minimumacceptable level of quality/quantity, as recognized in the industry. Actualdocuments clearly indicates that a less stringent requirement is acceptable.Refer uncertainties to the Architect/Engineer for a decision before contract documents.Abbreviations, Plural Words: Abbreviations, where not defined in contractdocuments, will be interpreted to mean the normal construction industry terminology, determined by recognized grammatical rules, by theArchitect/Engineer. Plural words will be interpreted as singular andsingular words will be interpreted as plural where applicable for context ofTesting Laboratory: An independent entity engaged for the project toprovide inspections, tests, interpretations, reports and similar services.same force and effect on performance of the work as if copied directly into contract documents or bound and published therewith. Standardsreferenced in contract documents or in governing regulations have precedence over non-referenced standards, insofar as different standardsmay contain overlapping or conflicting requirements. Comply with standards in effect as of date of contract documents, unless otherwise indicated.Industry Standards: Applicable standards of construction industry haveconflicts, delays, claims or losses.performance of work in a manner which will minimize possibility of disputes, matters, regulations, actions and pending actions; and administer/superviseTrade Union Jurisdictions: Maintain current information on jurisdictionalStandards and Regulations:SECTION 01300 - SUBMITTALSincluded.each significant category of work to be performed. Arrange schedule to indicateof the work", submit a comprehensive progress schedule indicating a time bar forProgress Schedule: Within 15 days of the date established for "commencementItems Included: All items included in this section may not be required for this project. Consult with the Architect to determine which items are not required sequencing and to show time allowances for submittals, inspections andand others affected, including the Architect/Engineer.Project Meetings: Conduct monthly progress and coordination meetingsattended by representatives of each entity engaged for performance of work. Record discussion and decisions. Distribute copies to those attending Schedule of Values: Prepare a schedule of values to show breakdown of Contract Sum corresponding with payment request breakdown and progressrevision.G702, fully completed and executed.of work scheduled. Submit not less than 7 days prior to first payment Payment Requests: Submit a request each calendar month. Use AIA form request. Revise each time schedule is affected by change order or other schedule line items. Show dollar value and percent of total for each unitShop Drawings, Product Data and Samples:Shop Drawings:additional copies as required by governing authorities.progress. Allow 2 weeks for the Architect/Engineer's review. ProvideGeneral: coordinate submittals with the progress schedule and actual workEND OF SECTION 01090Protection: Protect other work during cutting and patching to prevent equipment to be incorporated into the work. These purchase orders and Pre-Installation Conference: Prior to starting installation of each majorrecognized as expert or otherwise capable of influencing success of the include technical representatives of product manufacturers and otherseach entity involved or affected by planned installation. If necessary,component of the work, hold a pre-installation conference, attended by proceeding. Inspect each product immediately before installation. Do not unsatisfactory conditions. Correct unsatisfactory conditions before inspect substrate and conditions for installation, and to report (in writing) Installer inspections: Require installer of each major unit of work to General: Working from established lines and levels at or near project site,establish and maintain dependable markers for lines and levels of the work, including markers for each story of construction. Calculate dimensions and measure for layout work. Record deviations (if any) from drawing information on existing conditions, and review with Architect/engaged to perform work and coordinate the work with existing facilities/conditions, and with work by separate contractors (if any) and by Owner.Coordination: Coordinate various elements of the work and entities the responsibility to re-negotiate purchase if necessary and to execute final same as if the Contractor had negotiated the purchase orders, including included in the Contract Sum. The Contractor's responsibilities are the commitments are assigned to the Contractor and the costs are if not otherwise indicated; refer uncertainties to Architect/EngineerMount individual units of work at industry-recognized mounting heights,durability, and similar benefit to Owner's use. Isolate non-compatible organized for best possible uniformity, visual effect, operational efficiency,Anchor work securely in place, properly located by measured line and level,best possible results, coordinated with required inspection and testing.Timing: Install work during time and under conditions which will ensureprinted information is more detailed or stringent than requirementsComply with manufacturer's instructions: and recommendations to extentmaterials from contact, sufficiently to prevent deterioration.contained directly in contract documents.before proceeding.Installation, General:Engineer at time of discovery.install damaged or defective products, materials or equipment.Preparation for Installation:installation.Administration and Supervision:SECTION 01040 - PROJECT COORDINATIONSurvey/Recording:purchase order agreements.END OF SECTION 01010Requirements, apply to the entire work of the Contract.responsibility to fulfill requirements of contract documents.used to assist the reader in locating particular information.Architect/Engineer", unless otherwise indicated.assembly, installation, and similar subsequent requirements.Approved by Architect/Engineer: In no case releases Contractor fromexclusively or to be shared with separate contractors, for performance of Project Site: Space available to Contractor at location of project, either Furnish: Supply and deliver to project site, ready for unloading, unpacking,into other portions of contract documents. Terms such as "shown", "noted",Indicated: Shown on drawing by notes, graphics or schedules or writtenDirected, Requested, Approved, Accepted, etc.: These terms imply "by the"scheduled" and "specified" have same meaning as "indicated", and are the work.free passage to adjoining areas.SECTION 01090 - DEFINITIONS AND STANDARDSpossible. Comply with specified tolerances for the work.minimum disturbance of adjacent work. To avoid marring existing supplement definitions of the Contract, General Conditions, SupplementaryConditions and other general contract documents, and apply generally to General: Except as specifically defined otherwise, the following definitionsGeneral Requirements: The provisions of Division-1 sections, GeneralPatching: Patch with seams which are durable and as invisible asinto concealed surfaces. Temporarily cover openings when not in use.finished surfaces, cut and drill from the exposed or finished side which will eliminate evidence of patching and refinishing.extend finish restoration into retained adjoining work in a manner Restore exposed finishes of patched areas and where necessaryprocedures with the original installer; comply with original installer's work to be retained or adjoining work. Where possible review proposedCutting: Cut the work using methods that are least likely to damageconcrete and masonry using a cutting machine such as a carborundumfor sawing or grinding, not hammering and chopping. Cut throughWhere cutting is required use hand or small power tools designedsaw or core drill. Cut holes and slots neatly to size required with of the project that may be exposed during cutting and patching operations.damage. Provide protection from adverse weather conditions for that partAvoid interference with use of adjoining areas of interruptions ofbuilding but scheduled to be relocated until provisions have been made to Take precautions not to cut existing pipe, conduit or duct serving theEND OF SECTION 01045the work.Definitions:recommendations.bypass them.documents, the description of the work of the Contract can beVerbal Summary: Without force and effect on requirements of contractname location, project number and abbreviated identification of the workcontract documents, and include cross-references herein to published Contract Documents: Requirements of the work are contained in the Identification: Refer to the Contract (Owner-Contractor Agreement) forthe Owner negotiated purchase orders with suppliers of material andGeneral: To expedite delivery and for other purposes in his own best interests,conflicts and to facilitate Owner usage. Perform the work so as not to Owner or his representative during construction operations to minimizebuilding during the entire period of construction. Cooperate fully with theFull Owner Occupancy: The Owner will occupy the site and the existingContractor Use of the Existing Building: Maintain the existing building in Smoking or open fires will not be permitted within the buildingtoilet rooms free from accumulation of waste material, rubbish orKeep public areas such as hallways, stairs, elevator lobbies andstorage area.stockpiling of materials and location of storage sheds to the Do not encumber the site with materials or equipment. Confineand available at all times. Do not use for parking or storageKeep existing driveways and entrances serving the premises clearindicated, so as to allow for Owner occupancy and use by the public.Repair damage caused by construction operations. Take all precautions a safe and weather-tight condition throughout the construction period.General: The Contractor shall limit his use of the premises to the workpermitted. Portions of the site beyond areas on which work is Use of the Site: Confine operations at the site to the areas summarized as follows:interfere with the owner's operations.necessary to protect the building and its occupants during the enclosure or on the premises.Pre-Ordered Products:Owner Occupancy:construction period.indicated are not to be disturbed.of materials.construction debris.Descriptive Summary of the Work:SECTION 01010 - SUMMARY OF WORKDIVISION 1 GENERAL REQUIREMENTSof the project.information, which is not necessarily bound therewith.manner, as judged by Architect/Engineer.before proceeding with cut-and-patch of structural work.replacement of work found to be cut-and-patched in an unsatisfactoryGeneral: Use material for cutting and patching that are identical torequests and obtain Architect's/Engineer's approvals before proceeding withshortened useful life, or increased maintenance. Submit proposals andcutting and patching does not waive right to later require removal/Limitations on Approvals: Architect's/Engineer's approval to proceed withVisual/Quality Limitations: Do not cut-and-patch work exposed to view (exterior and interior) in a manner resulting in noticeable reductionof aesthetic qualities and similar qualities, as judged by Architect/Engineer.Refer to other sections of these specifications for specific cutting andpatching requirements and limitations applicable to individual units of work.Structural Work: Do not cut-and-patch structural work in a mannerresulting in a reduction of load-carrying capacity of load/deflection ratio.Submit proposal and request and obtain Architect/Engineer's approvaland safety components in a manner resulting in decreased performance,Operational/Safety Limitations: Do not cut-and-patch operational elementsInspection: Before cutting, examine surfaces to be cut and patched andTemporary Support: To prevent failure provide temporary supportotherwise unsatisfactory conditions are encountered, take corrective actionconditions under which the work is to be performed. If unsafe or extent possible with regard to visual effect. Use materials for cutting and patching that will result in equal-or-better performance characteristics.used, use materials that match existing adjacent surfaces to the fullestexisting materials. If identical materials are not available, or cannot be of work to be cut.before proceeding with the work.Execution:Materials:cut-and-patches.SECTION 01045 - CUTTING AND PATCHINGDefinition: "Cutting and patching" includes cutting into existing and subsequent fitting and patching required to restore surfaces to theirconstruction to provide for the installation or performance of other workfreedom from damage and deterioration at time of substantial completion.sufficient maintenance and protection during construction to ensure General: Clean each element of work at time of installation. Provideoriginal condition.General:Cleaning and Protection:END OF SECTION 01040Record Drawings: Maintain a complete set of either blue-or black-linewith durable paper covers, appropriately labeled.DIVISION 2 SITEWORKwork are specified by respective trades.and noise control.Relocation of pipes, conduits, ducts, other mechanical and electricalRemodeling construction work and patching is included within therespective sections of specifications, including removal of materialsfor re-use and incorporated into remodeling or new construction.Types of Selective Demolition Work: Demolition requires the selectiveremoval and subsequent offsite disposal of portions of the existingbuilding as indicated on drawings and as required to accommodate newSanitize plumbing and food service facilities.Clean light fixtures and replace burned-out lamps.Clean or replace mechanical systems filters.Remove non-permanent protection and labels.work to the condition expected from a normal, commercial buildingoperations before requesting inspection of substantial completion.cleaning and maintenance program. Complete the following cleaning Final Cleaning: At the time of project close out, clean or reclean theMaintenance Manuals: Provide 3-ring vinyl-covered binders containingrequired maintenance manuals, properly identified and to cover emergencies, spare parts, warranties, inspection procedures, diagrams, safety, security, and similar appropriate data for each system or equipment item.or replacement during the life of the project. Require the entities markingprints to sign and date each mark-up. Bind pints into manageable sets, measure and record at a later date, and work which may require servicingprints of the contract drawings and shop drawings for record mark-uppurposes throughout the Contract Time. Markup these drawings duringthe course of the work to show both changes and the actual installation, in sufficient detail to form a complete record for the Owner's purposes. Giver particular attention to work which will be concealed and difficult tocontinuation of utility services as required, together with details for dustto commencement of work. Include coordination for shut-off, capping and Schedule Submit schedule indicating proposed sequence of operationsfor selective demolition work to Owner's Representative for review priorONLY THOSE SPEC SECTIONS PERTAININGInitial Submittal: Submit one opaque blue/black line print and oneFinal Submittal: After approval, submit 3 prints; if the drawing istransparency for job use and distribution.the remainder. Maintain one print as mark-up copy for recordrequired for maintenance manuals submit 5 prints; with finalprocessed and returned. After approval, print the processedsubmittal, include additional prints as necessary for job use anddistribution. Architect/Engineer will retain 2 prints, and will returncorrectable, reproducible transparency. The transparency will bedrawings.authorization.NOTE:DIVISION I APPLIES TO ALL PROJECTS.TO WORK SHOWN ON THE DWGS APPLY.Post in the temporary office. Revise at intervals matching paymentPrior to the initial payment request, submit the schedule of values, concerned parties, including 3 copies to the Architect/Engineer.a list of principal subcontractors and suppliers, the progress schedule and copies of building permits and similar start-uprequests and redistribute.listing of critical submittal dates.Architect/Engineer's review, print and distribute the schedule toactual dollar-volume of completed work at end of each periodshowing pre-calculated dollar-volume and space for recordingShow double cost line immediately below date line in heading,Show critical submittal dates or prepare a separate coordinated Submittal: Following the initial revision of the schedule after thescheduled.END OF SECTION 01700SECTION 02070 - SELECTIVE DEMOLITIONconstruction.Related work specified elsewhere:Broom-clean unoccupied spaces.Touch-up minor finish damage.Clean exposed finishes.Police yards and grounds.Sweep and wash paved areas.Polish glass.Remove debris.SECTION 01700 - PROJECT CLOSEOUTparts, keys and similar operational items.Complete final cleaning, and remove temporary facilities and tools.Complete instruction of Owner's operating personnel, and start-up Submit record documentation, maintenance manuals, tools, sparedocumentation for specific units of work, enabling Owner'sSubmit executed warranties, workmanship bonds, maintenanceagreements, inspection certificates and similar required following before requesting inspection of the Work, for substantial completion.Prerequisites: comply with the General Conditions and complete the requirements contained in other sections have precedence over the generalindividual portions of completed work as well as the total Work. Specificrelate to both substantial and final completion of the Work, they also apply tosuch as final payment or the change over of insurance. Closeout requirementsDescription of Requirements: Provisions of this section apply to the proceduralrequirements for the actual closeout of the Work, not to administrative mattersRecord Drawings: Submit original maintained marked-up prints.Maintenance Manuals: Submit 2 bound copies.for inclusion in the submittal of record documents.Field Records: 4 copies, including one copy which will be returned Warranties: Submit 2 executed copies, plus additional copies as Miscellaneous Submittals: Provide copies of miscellaneous submittals Samples: Submit 3 sets of samples; one set will be returned. Provide3 or more samples in each set where variations in color, pattern ortexture are observable; show average condition and extreme range of variations. Submit full documentation with each set. Sample submittals arefor Architect/Engineer's observations of color, texture, pattern and "kind".Maintain returned set at project site for purposes of quality controlDo not proceed with the installation of manufactured products untila copy of related product data is in the installer's possession at be returned. Maintain one additional copy at the project site for required for maintenance manuals, submit 2 additional copies which willfor information and record purposes only. Where the product data is printed product data. Submit 2 copies to Architect/Engineer; submittal is Product Data: Mark each copy to indicate the actual product to be provided; show selections from among options in the manufacturer'sdocuments, they mean the well recognized name of entity in buildingconstruction industry; refer uncertainties to Architect/Engineer before Abbreviations: Where abbreviations or acronyms are used in contractproceeding, or consult "Encyclopedia of Associations" by Gale Research Co.requirements contained in this section.Procedures at Substantial Completion:Record Documentation:unrestricted occupancy and use.systems.as follows:comparisons.END OF SECTION 01300required for maintenance manual.reference purposes.the project site.leave vehicles or equipment unattended with the motor runningconstruction equipment, when parked and unattended. Do not Lock automotive type vehicles and other mechanized or motorizedor ignition key in place.similar time margins.CS-1SPECIFICATIONSCONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECONSULTANTPROJECTSHEETREVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952018 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.STA
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Occupancy: Owner will be continuously occupying areas of the buildingdisruption of Owner's normal operations. Provide minimum of 72 hours Institute "Recommended Specifications for Standard Steel Doors and Frames"Standards: In addition to other specified requirements, comply with Steel DoorSECTION 08110 - STEEL DOORS AND FRAMESEND OF SECTION 07200insulation.applicable to location and conditions indicated.Support: insulation units by adhesive or mechanical anchorage or both asGeneral: Comply with insulation manufacturer's instructions for installation of Installation: Mechanical Anchors: Type and size recommended by insulation manufacturer.Thermal Resistance: as shown on the drawings.values of 25 and 50, respectively.Surface Burning Characteristics: Maximum flame spread and smoke developedCombustion Characteristics: Passes ASTM E 136 test.General: Provide insulation as shown on the drawings selected from manufacturer'sstandard thicknesses, widths and lengths.Products: Submittals: Submit product data for each form and type of insulation indicated.Maximum Allowable Asbestos Content: Less than 0.25% by weight of asbestos ofany type or mixture of types occurring naturally as impurities, as determined bypolarized light microscopy test per Appendix A of 40 CFR 763.Materials Directory".Fire Performance Characteristics: Provide insulation with fire performancecharacteristics indicated per ASTM E 119, ASTM E 84 and E 136, as applicable, and which correspond to product listed in UL "Fire Resistance Directory" or "Buildingper hr. at mean temperatures indicated.Thermal resistivity or r-value represents the rate of heat flow though a homogenousmaterial exactly 1" thick and are expressed by the temperature difference in degreesF between the two exposed faces required to cause 1 BTU to flow through 1 sq.ft.Tops: Anchor securely to base units.Cabinets: Install without distortion so that doors and drawers fit openings and areproperly aligned.Standing and Running Trim: Install with minimum number of joints possible, usingat corners to produce tight fitting joints. Use scarf joints for end-to-end joints.full-length pieces from maximum length of lumber available. Cope at returns, miterto substrates, using concealed fasteners.straight with no distortion. Shim as required using concealed shims. Scribe and cut woodwork to fit adjoining work. Anchor woodwork to anchors or blocking or directly Installation: Install finish carpentry and architectural woodwork plumb, level andCabinet Hardware and Accessory Materials: Provide cabinet hardware and accessorymanufacturer, etc.materials to comply with requirements indicated for design, material, finish, Fasteners and Anchorages: Provide nails, screws and other anchoring devices ofsecure attachment, concealed where possible. Hot-dip galvanize fasteners for work exposed to high humidities to comply with ASTM A 153.type, size material and finish suitable for intended use and required to providePlastic Laminate: High pressure decorative laminate complying with NEMA LD 3,in color, pattern and finish indicated.damaged or defective wood.Interior Wood: pattern and finish of plastic laminate; and of each type of cabinet hardware.Samples: Submit finished samples of each wood species and cut indicated fortransparent finish; of each material indicated for opaque finish; of each color,Shop drawings: Submit shop drawings for each item of architectural woodwork.Standards: Comply with applicable requirements of the following:SECTION 06300 - FINISH CARPENTRY AND ARCHITECTURAL WOODWORKfasteners of size that will not penetrate members where opposite side will beSecurely attach: Carpentry work to substrates and supporting members usingexposed to view or receive finish materials. Install fasteners without splitting wood.and plywood after treatment and drying; discard twisted, warped, bowed or otherwise concealed surface of each piece. Re-dry treated lumber. Inspect each piece of lumber and which does not require brush treatment after field cutting. Provide UL label onfire-retardant which will not bleed through or adversely affect type of finish indicated treatment comply with AWPA C 20 (lumber) and AWPA C 27 (plywood) usingFire-Retardant Treated Wood (FRTW): Where wood is indicated for fire-retardant END OF SECTION 06400SECTION 07200 - INSULATIONGeneral: Types of cold-formed metal framing units for project include the following:demolition work. Repair adjacent construction or surfaces soiled or damaged by Demolish concrete and masonry in small sections. Cut concrete andmasonry at junctures with construction to remain using power-drivenmasonry saw or hand tools; do not use power-driven impact tools.notice to owner if shutdown of service is necessary during change-over.service to occupied areas of building. Provide minimum of 72 hours advanceProvide by-pass connections as necessary to maintain continuity ofLocate, identify, stub off and disconnect utility services that are not indicated to Demolition: Perform selective demolition work in systematic manner.demolition schedule as necessary to continue overall job progress without delay.Pending receipt of directive from Owner's Representative rearrange selectiveof conflict. Submit report to Owner's Representative in written, accurate detail.function or design are encountered, investigate and measure both nature and extentIf unanticipated mechanical, electrical or structural elements which conflict with intendedSalvage Items: Where indicated on Drawings as " Salvage-Deliver to Owner", carefullyremove indicated items, clean, store and turn over to Owner and obtain receipt.resulting from demolition operations from building site. Transport and legallyClean up and Repair: upon completion of demolition work, remove tools, equipment and demolished materials from site. Remove protections and leave interior areas Repair demolition performed in excess of that required. Return structures andsurfaces to remain to condition existing prior to commencement of selectiveDisposal of Demolished Materials: Remove debris, rubbish and other materialsShop Drawings and Data: Submit shop drawings for special components and installations not fully dimensioned or detailed in manufacturer's product data."C" shaped steel studs.SECTION 05400 - COLD FORMED METAL FRAMINGDIVISION 5 METALSDIVISION 4 MASONRYDIVISION 3 CONCRETE(NOT INCLUDED)(NOT INCLUDED)dispose of materials off site.END OF SECTION 02070selective demolition work.broom clean.have not been removed.remain.levels and lines, with members plumb and true and cut to fit.products not covered in above standards, comply with recommendations of manufacturer of product involved for use intended. Set carpentry work to requiredInstall rough carpentry work to comply with "Manual of House Framing" by National Forest Products Assoc. (N.F.P.A.) and with recommendations of American PlywoodAssociation (APA), unless otherwise indicated. For sheathing, underlayment and other for intended use by manufacturer.Fasteners and Anchorages: of size, type, material and finish suited to applicationshown. Provide metal hangers and framing anchors of size and type recommended cant strips, bucks, nailers, blocking, furring, grounds, stripping and similar members.lumber for support of other work, including rooftop equipment and support bases,Lumber for Miscellaneous Uses: Unless otherwise indicated, provide Standard grade Installation:SECTION 06100 - ROUGH CARPENTRYInstall horizontal stiffeners in stud system, spaces (vertical distance) at not more than 4'-6" o.c. Weld at each intersection.Secure studs to top and bottom runner tracks by either welding or screwfastening at both inside and outside flanges.heavy trim and furnishings, and similar work.Install supplementary framing, blocking and bracing in metal framing system whereverwalls or partitions are indicated to support fixtures, equipment, services, casework,walls or warped surfaces and similar requirements.Set studs plumb, except as needed for diagonal bracing or required for non-plumbInstallation: Install metal framing systems in accordance with manufacturer'sprinted or written instructions and recommendations, unless otherwise indicated.Fabrication Tolerances: Fabricate panels to a maximum allowable tolerance variationfrom plumb, level, and true to line of 1/8" in 10'-0".Wire tying of framing components is not permitted.by stud manufacturer for type of construction involved.Install continuous tracks sized to match studs. Secure tracks as recommended PS 20 and applicable grading rules of inspection agencies certified by ALSC'S Board Lumber, General: Manufacture lumber, S4S and grade stamped, to comply withDIVISION 6 WOOD AND PLASTICSProducts:of Review.General:END OF SECTION 05040resulting from selective demolition work; file with Owner's Representative priorequipment or to surrounding properties which could be misconstrued as damagewhich work will be performed. Photograph existing conditions to structure surfaces, Inspection: Prior to commencement of selective demolition work, inspect areas in Do not interrupt existing utilities serving occupied or used facilities, exceptwhen authorized in writing by authorities having jurisdiction. Provide temporaryservices during interruptions to existing utilities, as acceptable to governingUtility Services: Maintain existing utilities indicated to remain, keep in service, andEquip partitions with dust-proof doors and security locks if required.be maintained by Owner insofar as practicable. However, variationsConditions existing at time of commencement of contract willwithin structure may occur by Owner's removal and salvage operations advance notice to Owner of demolition activities which will impact Owner's Conduct selective demolition work in manner that will minimize need forCondition of Structures: Owner assumes no responsibility for actual condition Partial Demolition and Removal: Items indicated to be removed but of salvable valueto Contractor may be removed from structure as work progresses. Transport salvaged Storage or sale of removed items on site will not be permitted.Protections: Provide temporary barricades and other forms of protection as requiredseparate areas where noisy or extensive dirt or dust operations are performed.to protect Owner's personnel and general public from injury due to selectiveProvide protective measure as required to provide free and safe passage ofOwner's personnel and general public to and from occupied portions of Erect temporary covered passageways as required by authorities havingProtect from damage existing finish work that is to remain in place and Construct temporary insulated solid dust-proof partitions where required to Damages: Promptly repair damages caused to adjacent facilities by demolition workCover and Protect furniture, equipment and fixtures to remain from soiling ordamage when demolition work is performed in rooms or areas from which such itemsprotect against damage during demolition operations.to starting work.authorities.at no cost to Owner.items from site as they are removed.Protect floors with suitable coverings when necessary.becomes exposed during demolition operations.building.jurisdiction.demolition work.prior to start of selective demolition work.of items or structures to be demolished.immediately adjacent to areas of selective demolition.normal operationsAlabama Metal Industries Corp.and to assure consistent component placement.Fabricate panels in jig templates to hold members in proper alignment and positionracking with joints welded. Perform lifting of prefabricated panels to prevent damagePrefabrication: Structural framing components may be prefabricated into panelsprior to erection. Fabricate panels plumb, square, true to line and braced against Galvanizing Repair Paint: High zinc dust content paint for repair of galvanizedsurfaces damaged by welding, complying with M.I Spec. MIL-P-21035.Electrodes for Welding: Comply with AWS Code."C" - Shape Studs:Manufacturer's standard load-bearing steel studs of size, shape, and gage indicated, with 1.625" flange and flange return lip.Provide galvanized finish to metal framing components complying with ASTMA 525 for minimum G 60 coating.Bostwick Steel Framing Co.application indicated, as needed to provide a complete metal framing system.manufacturer's standard steel runners (tracks), blocking, lintels, clip angels, shoes,reinforcements, fasteners, and accessories as recommended by manufacturer for System Components: With each type of metal framing required, provide quality steel sheet with a minimum yield point of 33,000 psi; ASTM A 446, A 570, For 18-gage and lighter units, fabricate metal framing components of commercialwelding, bolting, or screw fasteners, as standard with manufacturer.Fastenings: Attach similar components by welding. Attach dissimilar components by or distortion.Materials and Finishes: or A611.Milcor Div. , Inryco Inc.Marino Industries Corp.U.S. Gypsum.Dale Industries, Inc.regulations, provide units which have been approved by governing authorities having for a fire-resistance rating, including those required for compliance with governingFire-Rated Assemblies: Where framing units are components of assemblies indicatedInclude placing drawings for framing members showing size and gagedesignations, number, type, location and spacing. Indicate supplementalbracing, splices, accessories, and details as required for proper installation.Manufacturers : one of the following:Component Design: Calculate structural properties of studs and joists inaccordance with AISI "Specification for the Design of Cold-Formed Steel Structural Members"jurisdiction.ONLY THOSE SPEC SECTIONS PERTAININGFaces for Transparent Finish: As shown on the drawings.shall be IHC where required by finish hardware.Core: Solid core or hollow core, as shown on the drawings. Hollow core doorsagency acceptable to authority having jurisdiction.Fire-Rated Doors: Labeled and listed with rating required by a testing and inspectionLouvers: Manufacturer's standard louvers of type, material and size indicated.Transom and side Panels: Match quality, construction and appearance of associatedExposed Surfaces: Same exposed surface material on both faces of each door,General Wood Door Product Requirements: Cal-Wood Door Div.; Timberland Ind., Inc.Manufacturers: Subject to compliance with requirements, provide wood doors by onedoors as defined by referenced standards.Manufacturer, Installer and Contractor, agreeing to repair or replace defectiveProduct warranty on door manufacturer's standard form, signed bySamples for each type of door construction, face material and finish required.Submittals: In addition to product data, submit the following:Finish hardware is specified in another Division-8 section.Install fire-rated units in accordance with NFPA Std. No. 80and final shop drawings (if any). Fit doors to frames and floors with clearancesInstallation: Install hollow-metal units in accordance with manufacturer's instructions Standards: Comply with requirements of ANSI/NWMA I.S. 1 and Section 1300 of AWI"Architectural Woodwork Quality Standards" except as otherwise indicated.wood doors.DIVISION 8 DOORS AND WINDOWSNOTE:DIVISION I APPLIES TO ALL PROJECTS.TO WORK SHOWN ON THE DWGS APPLY.Interior Flush Doors: DIVISION 7 THERMAL AND MOISTURE PROTECTIONexcept as otherwise indicated.of the following:Ipik Door Co., Inc.Weyerhauser Company.Approved Equal.Glen-Man Door Mfg. Co.Algoma Hardwoods Inc.Buell Door Company.Graham Mfg. Co.Eggers.specified in SDI-100.END OF SECTION 08110SECTION 08210 - WOOD DOORS Provide 26-gage steel plaster guards or mortar boxes, welded to frame, at back of hardware cutouts where installed in concrete, masonry or plaster frames and on heads of double-swing frames.Prepare frames to receive 2 silencers on strike jambs of single-swingProvide standard hollow metal frames for doors, transoms, sidelights, borrowed lights, and other openings as indicated.Frames: Comply with SDI-100, of the types and styles indicated, for materials quality,Doors: Comply with SDI-100, of the types and styles indicated, for materials quality, using manufacturer's standard baked-on rust inhibit primer.Shop paint exposed surfaces of doors and frame units, including galvanized surfaces, "Recommended Locations for Builder's Hardware".Locate finish hardware as indicated or, if not indicated, per DHI Reinforce units to receive surface-applied finish hardware to be field applied."Specifications for Door and Frame Preparation for Hardware".Prepare steel doors and frames to receive mortised and concealed finish hardware,including cutouts, reinforcing, drilling and tapping, complying with ANSI A 115 Fabrication: Fabricate units to be rigid, neat in appearance, and free from defects,warp or buckle. Weld exposed joints continuously, grind, dress, and make smooth, units built into exterior walls, complying with ASTM A 153.Anchors and Accessories: Manufacturer's standard units. Use galvanized items forA 568; cold-rolled per ASTM A 366 and A 568.Materials: Steel doors and frames; hot-rolled, pickled and oiled per ASTM A 569 and Fire-Rated Assemblies: (if required) Provide units that display appropriate UL or FMSteelcraft/Div. American Standard Co.Republic Builders Products Corp./Subs. Republic Steel.Pioneer Bldrs. Products Corp./Div. CORE Industries, Inc.and frames, submit shop drawings showing application to project, as required.Submittals: With manufacturer's standard details and specifications for steel doorsInterior Doors: (if required) SDI-100, Grade III, heavy-duty, Model 1, minimum (SDI-100), for the following classifications.Amweld/Div. American Welding & Mfg. Co.Plywood: Sizes shown on the drawings, APA graded complying with Lumber and Trim: Unless shown otherwise on the drawings, western pine, Panel Product: Medium density fiberboard.Douglas Fir or White Fir, graded "C Select" under WWPA rules.PSI/ANSI A199.1.metal gages, and construction details.metal gages, and construction details.openings.flush and invisible.labels for fire-rating indicated.Trussbilt, Inc."Architectural Woodwork Quality Standards" by AWI.Manufacturer: One of the following:Mesker Industries, Inc.Curries Mfg. , Inc.Allied Steel Products, Inc.Dittco Prod. Div.Fenestra Corp.Ceco Corp.18-gage faces.with exterior glue, fire-retardant treated, 1/2" thick except as otherwise noted.Plywood Backing for Electrical and Telephone Equipment: APA C-D PLUGGED INTCONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECONSULTANTPROJECTSHEETREVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952018 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.STA
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cold-rolled steel sheet, with hanger wire, attachment devices and edge moldings and trim.Thickness: 5/8", unless otherwise indicated.Class II Natural Anodized Finish: AA M12C22A31Fire Resistance Rated Wire Glass: Provide UL-labeled and listed products, identical withSafety Glazing Standard: Comply with ANSI Z97.1 and testing requirements of 16 CFRGlazing Standard: Comply with FGMA "Glazing Manual" and "Sealant Manual".Install each hardware item to comply with manufacturer's instructions andHardware Mounting Heights: Door and Hardware Institute "Recommended Locations for Builders' Hardware for Custom Steel Doors and Frames", except as otherwise indicated.the nearest traditional U.S. commercial finish.Finish and base material designations are indicated in accordance with ANSI A156.18 orpreparation to receive hardware.Furnish templates to each fabricator of doors and frames, as required forSubmit final hardware schedule organized by "hardware sets", to indicate specifically theproduct to be furnished for each item required on each door.by other listed manufacturers may be used, subject to approval of Architect.products are listed on the drawings. Products of equivalent quality, design and functionAcceptable Manufacturers / Products: Acceptable manufacturers for various types of Number Designation: Numbers shown on the drawings indicating hardware items areplumb and level, accurately aligned and securely anchored.sample, or if none, as selected by Architect from within standard industry colors andClass II Color Anodized Finish: AA M12C22A42 / A4, in color matching Architect's Installation: Comply with manufacturer's instructions and recommendations. Set units SECTION 08800 - GLASS AND GLAZING Part 1201 for category II materials.those tested per ASTM E 163 (UL 9).General: END OF SECTION 08710 recommendations.ANSI standard number designations.General Hardware Requirements SECTION 08710 - FINISH HARDWARE END OF SECTION 08420color density range.END OF SECTION 09250sand after last 2 coats.Install compound in 3 coats (plus pre-fill of cracks where recommended by mfr.);penetrations, fastener heads and surface defects.Drywall Finishing: Except as otherwise indicated, apply joint tape and joint compound atjoints (both directions) between gypsum boards. Apply compound at accessory flanges,Do not bridge building expansion joints. Leave space of the width indicated betweenboards, and trim both edges for installation or sealant or gasket.Laminate face layer to backing board layer where double-layer work is indicated orrequired to make up indicated thickness.Screw gypsum board to metal supports.Isolate drywall work from abutting structural work; provide edge trim and acoustical sealant as recommended by mfr.Form "Floating" construction for gypsum boards at internal corners, except wherespecial isolation or edge trim is indicated.12"x 1/8" gage unless otherwise indicated. Provide static resistant tile where shownInstallation: Comply with flooring manufacturer's recommendations for type(s) ofResilient Edge Strips: Not less than 1" width; 1/8" gage; tapered bullnose edge, colorVinyl Wall Base: FS SS-W-40, Type II, 0.080" gage; with matching stops andpre-formed corner units; standard top-set cove; unless otherwise indicated.materials, project conditions, and intended use.to match flooring or as selected by Architect.on the drawings.NOTE:DIVISION I APPLIES TO ALL PROJECTS.TO WORK SHOWN ON THE DWGS APPLY.ONLY THOSE SPEC SECTIONS PERTAININGVinyl Composition Tile: FS SS-T-312, Type IV, composition as indicated below; Colors and Patterns: As scheduled or shown, or as selected by Owner fromSubmittals: With manufacturer's product data and installation instructions, submit the manufacturer's standard colors and patterns.Maintenance instructions.Samples of each type, color and pattern of resilient flooring and accessories.following:Joint Tape: ASTM C 475, paper reinforcing tape.different arrangement by mfr.Otherwise, install boards staggered over support, except where recommended in a exposed gypsum boards vertical, with joints offset on opposite sides of partitions. joints, and avoid end joints in central area of ceilings. Install walls and partitions withInstall gypsum boards in lengths and directions which will minimize number of endDrywall Installation and Finishing: Provide ready-mixed vinyl-tape for interior work.Joint Compound: ASTM C 475, of the type indicated.Gypsum Board Fasteners: Type recommended by gypsum board mfr., except as otherwiseLaminating Adhesives: Product recommended by gypsum board mfr.exposed type is indicated. Provide corner beads, L-type edge trim beads, U-type trimwith face flanges for concealment in joint compound except where semi-finishing orTrim Accessories: Provide mfr's. standard metal trim accessories, of the beaded typeThickness: 5/8", Type "X" unless otherwise indicated.beads, special L-kerf-type edge trim beads, and one piece control beads.indicated.Suspension System: Secure to building structure, with hangers spaced 4'-0" alongCope exposed edges of intersecting exposed suspension members to produce Edge Moldings: Secure to substrate with screw anchors spaced 16" o.c. Miter corner joints.SECTION 09650 - RESILIENT FLOORING Install acoustical tile with suspension flange at each joint.END OF SECTION 09510flush intersections.supported members.Layout: Balance ceiling borders on opposite sides, using more-than-half-widthacoustical units.Pattern Directions: AS shown on the drawings.Tolerance: 1/8" in 12'-0" level tolerance.Sizes and types shown on the drawings.Installation: Lay tile flooring from center marks established with principal walls; adjust as required toavoid use of cut units less than 1/2 tile wide at perimeters. Match tiles for color andpattern by using in manufactured and packaged sequence.accordance with flooring manufacturer's instructions.Clean floors and apply leveling compound and substrate primer if required, inHUD Certification: Comply with HUD "Use of Materials Bulletin" UM-44c, and carrycurrent listing in HUD "Certified Products Directory".(if any) and gloss.Class I Natural Anodized Finish: AA M12C22A41Finish: As indicated on the drawings, conforming to one of the following.Drawings are based on one manufacturer's systems; similar systems by other manufacturers are acceptable, if determined by Architect to conform to designModifications of Details: Maintain design concept as indicated (member sizes, basic United States Aluminum Corp., International Alum. Corp.Arcadia, Northrop Architectural Systems.Samples of each required aluminum finish.Shop drawings for fabrication and installation.Submittals: In addition to manufacturer's standard product data submit the following:SECTION 08420 - ALUMINUM STOREFRONT WORK: indicated in referenced standards. Machine doors for hardware indicated. Seal cutJob-Fit Doors: Fit doors to frames with uniform clearances and bevels to dimensions Pre-fit and pre-machine wood doors at factory. Coordinate with finish hardware and doorcolor indicated, or if not indicated, as selected by Architect.Pre-finish wood doors for opaque finish with manufacturer's standard paint system in Install doors to comply with manufacturer's instructions.requirements.profiles, and component alignment).Tubelite Div. , Indal Inc.PPG Industries, Inc.Kawneer Company, Inc.Howmet Aluminum Corp.Cronstroms Mfg., Inc.Manufacturers: One of the following:Alumiline / Aldora.Amarlite / Arco Metals Co.surfaces after fitting and machining.END OF SECTION 08210Installation: frame requirements.Pre-fitting and Preparation for Hardware: END OF SECTION 09300Long Edges: Standard taper.assemblies.Provide Type X where indicated and where required in fire-resistance rated Exposed Gypsum Board: ASTM C 36.Drywall Materials: United States Gypsum Co.Gold Bond Building Products Div., National Gypsum Co.Georgia - Pacific Co.Flintkote Products, Genstar Building Materials Co.American Gypsum Co.Manufacturers: Subject to compliance with requirements, provide products by one ofFire - Resistance Ratings: provide gypsum drywall work with ratings indicated andconforming to assemblies tested and listed by recognized authorities.Metal Support Standard: ASTM C 754Gypsum Board Standard: ASTM C 840SECTION 09250 - GYPSUM DRYWALL the following:Metal Direct-Hung Suspension Systems: Direct-hung systems, roll-formed from pre-finishedMineral Composition Panels - Sizes and types shown on the drawings.Fire-Resistance Ratings: As indicated per ASTM E 119 and as indicated by referenceSurface Burning Characteristics: 25 or less for flame spread, 50 or less for smoke Products: to design designation in UL "Fire Resistance Directory".developed, per ASTM E 84.Acoustical Suspension System Standards: ASTM C 635 for materials, ASTM C 636 for Acoustical Panel and Tile Standard: FS SS-S-118installation.General: SECTION 09510 - ACOUSTICAL CEILINGS END OF SECTION 08800Wash glass on both faces not more than 4 days prior to date scheduled for inspections intended to establish date of substantial completion. Wash glass by method recommended by glass manufacturer.Protect glass from contact with contaminating substances resulting from constructionoperations ; remove any such substances by method approved by glass manufacturer.DIVISION 9 FINISHESProtect glass from edge damage during handling and installation. Inspect glass duringinstallation and discard pieces with edge damage that could affect glass performance.General: Comply with referenced FGMA standards and instructions of manufacturers ofglass, glazing sealants, and gaskets, to achieve airtight and watertight performance andto minimize breakage.Glass Installation (Glazing): Cleaners, Primers and Sealers: Type recommended by manufacturer of sealants / gaskets.manufacturer's instructions for application of proprietary materials.of tile and method of installation used and manufacturer's instructions. Apply heavy draftCleaning and Protection: Clean tile in accordance with applicable ANSI standard for type Edge Strips: Provide at exposed edge of tile meeting carpet, wood, or resilient flooring,Joint Pattern: Use grid pattern with 1/16" wide joints, unless otherwise indicated.unless otherwise indicated.paper or other heavy protective covering to prevent surface damage.of tile, setting materials, grout and methods of installation indicated. Comply with Installation: Comply with ANSI A108.1 and 108.4 through A108.10, as applicable for type Prepackage dry mortar mix with re-emulsifiable powder as additive, for mixing10.0 per ASTM C 241; white with, honed finish, unless otherwise indicated.Latex-Portland Cement Mortar: ANSI A118.4with water only.Portland Cement Mortar: ANSI A108.1, materials and installation.Dry-Set Mortar: ANSI A118.1Shop-prime doors for opaque finish with one coat of wood primer.Edge Construction: Manufacturer's standard laminated edge construction forCore Construction: Manufacturer's standard core construction required to provideFaces and AWI Grade: Match faces and grade of non-rated doors in sameFaces for Opaque Finish: Any closed-grain hardwood of mill option.Pre-finish wood doors for transparent finish with manufacturer's standard finishingsystem as selected by Architect from manufacturer's standards for stain color Factory Finishing: (if used)improved screw-holding ability.fire-resistance rating indicated.Fire-Rated Solid Core Doors: area of building.Grade: Custom.selected by Architect.sealants which suit project application and installation conditions and which areGlazing Sealant: Comply with sealant and glass manufacturers for selection of glasscompatible with surfaces contacted. Provide color of exposed sealants indicated or asof glass manufacturer.Sizes: Fabricate glass of thicknesses indicated and to sizes required for glazing openings indicated, with edge clearances and tolerances complying with recommendations Glass Products : Comply with ASTM C 1036. Provide types of glass shown on thedrawings.AFG Industries, Inc.LOF Glass, Inc.PPG Industries Inc.Saint Gobain / Euroglass.Glass Manufacturers: Subject to compliance with requirements, provide products by one of the following:Products: backing with joints grounted.Marble Thresholds: Group "A"; ASTM C 503, for exterior use with minimum hardness ofSizes and Thicknesses: As indicated or, if not indicated, as selected by Architect from Colors, Textures and Patterns: As selected by Architect from manufacturer's standards,Trim Shapes: Same material, size, color, and texture as field tile.Tile Grade: "Standard Grade" unless otherwise indicated.manufacturer's standard sizes and thicknesses.or as shown on the drawings.submit 3 samples of each type, color, and texture of tile mounted on 12" square Submittals: With manufacturer's product data and installation instructions for tile work,Standard Institute (ANSI) and Standard Specification for Ceramic Tile ANSI A137.1 applyStandards: Mortar and grout materials and installation standards of American Nationalto the work, except as otherwise indicated.SECTION 09300 - TILE Install resilient edge strips at edges of resilient flooring which would otherwise be exposed.Clean floors and accessories after installation and apply protective polish in accordancewith flooring manufacturer's instructions. Omit polish on "no-wax" flooring and tileindicated for "no-wax" maintenance.END OF SECTION 09650SECTION 09680 - CARPETINGGeneral:Carpet flammability: Pass pill test, ASTM D 2859 (DOC FF-1-70).Radiant Panel Test: Rating of 0.22 for corridors, circulation spaces, and rooms larger than 4000 sq. ft.; ASTM E 648.Radiant Panel Test: Rating of 0.45 for corridors, circulation spaces, and rooms larger than 400 sq. ft.; ASTM E 648.Tunnel Test: Maximum flame spread of 75, ASTM E 84.Smoke Density Test: Density of 450 or less, NFPA No. 258.Static Electricity: 3.5 KV max. at 70°F and 20% relative humidity AATTCC 134.Samples: Submit 18" x 27" samples of each required type, color, pattern and texture ofcarpet.Carpet Manufacturer (Mill): Subject to compliance with requirements, provide carpet by one of the following:Armstrong World Industries, Inc.Bigelow-Sanford, Inc.Collins and Aikman.Couristan Inc.Gulistan Carpet / J.P. stevens Co.J. & J. Industries.Karastan Rug Mills.Lees Carpets / Div. Burlington Industries.Millikin and Co.Mohawk Carpet.Stratton Industries.Carpet Materials and Construction: As indicated on the drawings.Style, Color, Pattern, Texture: As indicated on the drawings.Miscellaneous Materials and Carpet Accessories: Provide only the items required forthe type installation indicated on the drawings.Carpet Cushion: Rippled-surface sponge rubber with top fabric/sheet, FS ZZ-C-00811; passing pill test, ASTM D 2859; 68 oz. per sq. yd., 0.44" thick, or approved equal.Tackless Stripping: Water-resistant plywood of thickness matching cushion; narrow with 2 rows of pins, except wide with 3 rows where width of carpet exceeds 20'.Nonmetallic Edge Guard: Black vinyl or rubber or size and profile indicated.Installation Adhesive: Water-resistant carpet adhesive of type recommended by carpet-mill.Seaming Cement: Hot-melt type recommended by mill.Miscellaneous Materials: Adhesives, tapes, thread, nails, staples and similar products oftype recommended by mill and installer.installation of Carpeting:Clean surfaces to be carpeted; scrape up cementitious and resinous deposits; vacuum; apply sealer on concrete surfaces, adequate to prevent dusting.Pre-plan installation for uniform direction of pattern and lay of pile, and proper sequencingwith other work. Locate seams properly, centered under doors and without seams in directions of traffic at doorways and similar traffic patterns. Do not bridge buildingexpansion joints. Extend carpet under removable obstructions and into closets and alcoves.Provide stretch-in-tackless installation, using glued and/or nailed tackless stripping withedges of carpet concealed at wall bases. Tape and/or sew seams, after buttering trimmed edges with seaming cement.Cement cushion to substrate, with taped seams running at 90° angle with carpetStretch carpet both directions in accordance with mill's instructions; use power stretchers except where space is too small.Provide glued-down installation by trimming and fitting carpet widths into each space priorto application of adhesive. Apply adhesive, butter cut edges with seaming cement, butt edgestightly together, and roll lightly.Install edge guards at exposed edges, including building expansion joints (back-to-backedge guards). Bind edges with cloth tape and thread where not concealable.On stairs and similar substrates, anchor carpet with concealed nailing or other securemethod, without seams at high-wear locations.Clean adhesive and cement from fact of carpet promptly; replace carpet which cannot be Save carpet scraps, defined as mill ends less than 9' long and pieces larger than 3 sq. ft. inarea and wider than 8", and deliver to Owner's storage space as directed. Dispose of smallerseams.cleaned.pieces.CONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECONSULTANTPROJECTSHEETREVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952018 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.STA
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(INCLUDED ON ELECTRICAL DWGS.)Paint interior surfaces of ducts, where visible through registers or grilles,entire coating system of prime and finish coats for 3-coat work.Apply each material at not less than manufacturer's recommended spreading rate, to provide a total dry film to thickness of not less than 4.0 mills forand touch-up painted, unless otherwise specified.and which has not been prime coated by others.Omit first coat (primer) on metal surfaces which have been shop-primedApply prime coat to material which is required to be painted or finished,Sand lightly between exceeding enamel or varnish coats.Finish exterior doors on tops, bottoms and edges same as exterior faces,Paint back sides of access panels, and removable or hinged covers to matchunless otherwise indicated.exposed surfaces.flat, non-specular black.Grab bars at handicapped compartments, 1-1/2" o.d., knurled finish Hardware Adjustments Adjust and lubricate hardware for proper operation after installation.and panels, and not more than 1" clearances between panels and walls.manufacturer's printed instructions. Set units with not more than 1/2" between pilastersInstallation: Install partitions rigid, straight, plumb and level in accordance withstainless steel.Single roll toilet paper holder.following accessories to panels and doors, one each compartment unless otherwise Accessories:: All units chromium-plated finish, unless otherwise indicated. Apply theDoor Pulls: Manufacturer's standard.Coat Hook and Bumper: Manufacturer's standard unit, rubber-tipped.indicated.TO WORK SHOWN ON THE DWGS APPLY.DIVISION I APPLIES TO ALL PROJECTS.ONLY THOSE SPEC SECTIONS PERTAININGNOTE:final paint coat, until paint film is of uniform finish, color and appearance.Apply additional coats when undercoats, stains or other conditions show throughPaint surfaces behind movable equipment and furniture same as similarfurniture with prime coat only before equipment is installed.exposed surfaces. Paint surfaces behind permanently fixed equipment orApplication:Apply painting and finishing materials in accordance with manufacturer's directions. Use applicators, and techniques best suited for materials and surfaces Material Preparation: Mix, prepare, and store painting and finishing materials in accordance Clean galvanized surfaces free of oil and surface contaminants withmechanical cleaning. Touch-up shop-applied prime coats wherever damaged.grease, dirt, loose mill scale and other foreign substances by solvent orClean ferrous surfaces which are not galvanized or shop-coated. Remove oil, Seal tops, bottoms, and cutouts of wood doors with heavy coat of varnish or similar sealer immediately upon delivery to job.Seal wood: Required to be job-painted. Prime edges, ends, face undersides and packsides of counters, cases, cabinets, counters, etc. Use spar varnish for back priming where transparent finish is required.where alkalinity or moisture content exceeds manufacturer's recommendations.surfaces to be painted before beginning painting. Do not paint over surfaces Prepare cementitious surfaces: of concrete, concrete block and similar materials to be painted by removing efflorescence, chalk, dust, dirt, grease and oils, and by roughing to remove glaze. Determine alkalinity and moisture content of coverings at completion of work.surface-applied protection. Reinstall removed items and remove protectiveto which applied.with manufacturer's directions.non-petroleum based solvent.Sanymetal Products Co.door strike and keeper.door open at any angle up to 90.Hinges: Either surface-mounted or cutout inset type, adjustable to holdLatch and Keeper: Recessed latch unit, with combination rubber-facedTypes and Finishes: As shown on the drawings.Hardware and Accessories: Furnish for each door, as follows:American Sanitary Partition Corp.All American Metal Corp.Ampco Products Inc.General Partitions Mfg. Corp.Flush-Metal Partition Corp.Accurate Partitions Div., United States Gypsum Co.Metpar Steel Products Corp.Global Steel Products Corp.Knickerbocker Partition Corp.DIVISION 14 CONVEYING SYSTEMS(INCLUDED ON MECHANICAL DWGS.)DIVISION 16 ELECTRICALDIVISION 15 MECHANICAL(NOT INCLUDED)(NOT INCLUDED)DIVISION 13 SPECIAL CONSTRUCTIONDIVISION 12 FURNISHINGS(NOT INCLUDED)SECTION 10160 - TOILET PARTITIONS Submittals: Manufacturer's data and installation instructions.Manufacturer: Provide toilet partitions as manufactured by on of the following:END OF SECTION 09950DIVISION 10 SPECIALTIESRemove excess adhesive promptly, using clean sponge and warm water; replaceReplace wall plates and fixtures removed to permit wall covering installation; verify cut edges of wall covering completely concealed.panels which cannot be completely cleaned.Install wall covering with intimate substrate bond, smooth, clean, and without wrinkles,gaps, and overlaps.seams and double-cut for tight closure, unless otherwise recommended by manufacturer.in accordance with manufacturer's instructions for type of substrate involved.Clean: exposed surfaces of mirror units in compliance with manufacturer's (NOT INCLUDED)DIVISION 11 EQUIPMENTrecommendations.END OF SECTION 10830Installation: Secure mirrors to walls in concealed tamperproof manner with specialhangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated,with square corners mitered to hairline joints and mechanically interlocked. Standard Type: Fabricate frame with channel shapes of not less than 20 gage (.040"), Provide in Type 430 brite polished finish.Stainless Steel Framed Mirrors: and theftproof installation.Smoke developed not more than 25.Remove hardware and accessories, machined surfaces, plates, lighting fixturesand similar items in place and not to be finish-painted or provide Surface Preparation: Perform preparation and cleaning procedures in strict accordancewith coating manufacturer's instructions for each substrate condition.anticipated problems using specified coatings with substrates primed by others.Coordination: Provide finish coats which are compatible with prime paints used. Providebarrier coats over incompatible primers where required. Notify Architect in writing of Protection: Protect work of other trades. Correct any painting related damages bycleaning, repairing or replacing, and refinishing, as directed by Architect.Job Conditions: Do not apply paint in snow, rain, fog or mist or when relative humidityexceeds 85%. Do not apply paint to damp or wet surfaces.indicated in accordance with manufacturer's instructions.containers bearing manufacturer's name, trade name, and label analysis. Store whereDelivery and Storage: Deliver materials to job site in new, original, and unopened performance rating, name or nomenclature plates or code-required labels.Do not paint any moving parts of operating units, or over any equipment identification,Unless otherwise indicated, painting not required on surfaces of concealed areas, equipment and other such items within concealed spaces. Finished metals such asanodized aluminum, stainless steel, bronze, and similar metals will not be painted.such as metal toilet partitions, acoustic material and the like, are not included.fabricated components are included under their respective trades. Pre-finished items,Work Not Included: Unless otherwise indicated, shop priming of ferrous metal items andare designated. If not designated, colors will be selected by Owner from Paint exposed surfaces, except as otherwise indicated, whether or not colorsstandard colors available for the coatings required.Description of Work: Painting and finishing of interior and exterior items and surfaces,Resubmit samples if requested until required sheen, color and texture is achieved.unless otherwise indicated.Trim selvages as required to assure color uniformity and pattern match; overlapApply adhesive in accordance with manufacturer's recommendations; install seams plumband not less than 6" from corners; horizontal seams not permitted.Place wall covering panel consecutively in order cut from rolls; hang by reversing alternate strips except on match patterns.Test substrates for moisture; verify not more than 4%.Installation: apply release coat to gypsum drywall.Prime and seal substrates in accordance with wall covering manufacturer's instructions;Remove wall plates and surface-mounted fixtures in areas where wall covering to beRelease Coat: Oil base sealer or enamel undercoater for drywall.installed.Preparation: Hangers: Provide system of mounting mirror units which will permit rigid, tamperproofBacking: Provide mirror backing and support system which will permit rigid, tamperproofEdge Protection: Fabricate frames for glass mirrors to accommodate wood, felt, plastic, Stainless Steel Framing: AISI Type 302/304, with polished No. 4 finish.or other glass edge protection material.glass installation and prevent accumulation of moisture.Fabrication: silvering, copper coating, and protective organic coating complying with FS DD-M-411.Mirror Glass: 1/4" thick, Type I, Class 1, Quality q2, conforming to FS DD-G-451, withMaterials: Bobrick Washroom Equipment, Inc.American Specialties, Inc.Hallmack-NuTone/Div. ScovillBradley Corp.wrappings from wall coverings and allow to acclimatize to areas of installation for atwall covering.Adhesive/Primer/Sealer: as recommended by manufacturer of wall coveringfor use with particular substrate shown; mildew-resistant and non-staining toWall coverings: Types as indicated on the drawings.least 24 hours before installation.Accessory Items: Job Conditions: Maintain constant minimum temperature of 60 F (16 C) at areasof installation for at least 72 hours before and 48 hours after installation. Removecomply with requirements specified.Certification: Submit manufacturer's certification that materials supplied for projectReplacement Materials: 6 linear yards.Samples: 3 full width samples, 3 sets of sample moldings.Manufacturer: Subject to compliance with requirements, provide mirror units as manufactured by one of the following:Submittals: Manufacturer's product data and installation instructions.SECTION 10830 - MIRROR UNITS END OF SECTION 10800at locations and heights as indicated, plumb and level, firmly anchored, in accordanceGeneral: Provide toilet and bath accessories as indicated on the drawings. Install unitsManufacturer: Provide toilet and bath accessories as manufactured by BOBRICK.with manufacturer's instructions.Submittals: Manufacturer's data and installation instructions.SECTION 10800 - TOILET AND BATH ACCESSORIES Submittals: In addition to manufacturer's data, application instructions, and label analysisfor each coating material, submit samples for Owner's review of color and texture only. months after occupancy, and restretch carpet to eliminate wrinkles. Repair faulty seamsReturn to installation at time convenient to Owner and occupants, approximately 6Vacuum completed carpet installation with beater-in-nozzle type commercial vacuum cleaner. Remove any protruding face yarn with sharp scissors.SECTION 09900 - PAINTING END OF SECTION 09680and other faults in installation.Restretching: (For Pad Installation Only) Fuel contributed not more than 15.Flame spread not more than 25.SECTION 09950 - WALL COVERINGS Fire Hazard Classification: END OF SECTION 09900Completed Work: Match approved samples for color, texture and coverage. Remove, refinish or repaint work not in compliance with specified requirements.coating system of prime and finish for coat 2-coat workProvide a total dry film thickness of not less than 2.5 mills for entirewall channels, wall plates and studs as recommended by manufacturer.hardware, and other operating parts. Clean exposed surfaces and touch up minor finishCleaning and Final Adjustments: Perform final adjustments to leveling devices, doorimperfections using materials and methods recommended by partition manufacturer.Replace damaged units which cannot be satisfactorily field repaired, as directed least 24 hours before installation.by Architect.END OF SECTION 10160Wall-Mounted Screens: Attach with heavy-duty, concealed anchoring devices, includingSet hinges on out-swing doors to return to fully closed position.Set hinges on in-swinging doors to hold doors open approximately 30° fromthe closed position when unlatched. CONSTRUCTION DOCUMENTSCHECKED BY:FILENAME:DRAWN BY:PROJECT NUMBER:ISSUED:DESIGN DEVELOPMENTSCHEMATIC DESIGNSITE PLANNINGPROJECT PHASECONSULTANTPROJECTSHEETREVISIONSDATENo.DESCRIPTIONFLORIDA CORPORATE LICENSE No. AAC0014952018 KRAVIT ARCHITECTURAL ASSOCIATES, INC. ALL RIGHTS RESERVED.THESE DRAWINGS MAY NOT BE COPIED OR REPRODUCED WITHOUT EXPRESSWRITTEN CONSENT OF KRAVIT ARCHITECTURAL ASSOCIATES, INC.STA
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