HORIZONTAL SINGLEBLADE
3D VIEWSECTION/PLAN VIEW IDEAL ORIENTATION
OUTRIGGER SYSTEM
HORIZONTAL MULTIPLE BLADES
VERTICAL FIN
SLANTED VERTICAL FIN
SUN CONTROLSOLUTIONS:
REDUCE SOLAR HEATGAIN THROUGH EXTERIORSOLAR SHADING
HELPS SHADE THE INTERIOR EVEN WHEN THE SUN IS LOWEST ON THE HORIZON
REDUCES HEAT LOAD ON HVAC SYSTEM
VERTICAL SUNSHADE (FINS) ON WEST WALL THE FINS TWIST CREATING ILLUSION OF MOVEMENT NOTE THE“SKYTRAX” LOGO HERALDING THE 5-STAR AIRLINE RATING FOR THE HOUSTON AIRPORT SYSTEM
SCHEME 1
SCHEME 3 BuildingFaçade
LINEARCONTINUITY FROM THE EXISTING BUILDINGS TO THE NEW
SECONDARYENTRANCE FACESSOUTHTOTHENEW PARKING AREA
MAIN ENTRANCE FACESEASTTOTHEEXISTING MECHANICALBUILDING
DOUBLE WALL VESTIBULE
MAIN ENTRY OPTION
DOUBLE WALL VESTIBULE
Main Entrance Option
OVERHANG ENTRY
MAIN ENTRY OPTION
ENTRANCE TO NEW CONNECTIOR CORRIDOR
SKYWALK A WALK WITHIN THE TREE CANOPY ENTRY
SKYWALK LOOK 1
A SKYWAY,SKYBRIDGE,SKYWALK ORSKY WALKWAYISANELEVATEDTYPEOF PEDWAYCONNECTINGTWOBUILDINGS. SKYWALKSOFTENTAKETHEFORMOF ENCLOSEDORCOVEREDFOOTBRIDGES THATPROTECTPEDESTRIANSFROMTHE WEATHER.
STRUCTURAL DESIGN STRUCTURAL SYSTEMS
The proposed Administration Building 3 will greatly expand Houston Airport System’s facility at 16930 John F. Kennedy Blvd. The new 2-story building will have a total area of approximately 49,000 SF providing adequate space for HAS departments currently residing at the IAH terminal complex to relocate to the facility on JFK. Building 3 will be constructed southeast of existing Building 2 and will be connected to that facility with a covered walkway. The new building will feature sun control shading devices on the (plan) south and (plan) west faces of the building. A 2-story tall lobby and entry canopy will direct visitors to the main entrance. The roof will generally be flat and will be designed to accommodate the future installation of solar panels.
DESIGN STANDARDS
Applicable Codes & Design Guides
▪ International Building Code (IBC), 2015 Edition, with City of Houston Amendments (Note: If COH adopts the 2021 Edition before drawings are issued for permit, this version will be used.)
▪ ASCE 7-10 Minimum Design Loads for Buildings and Other Structures (Note: If COH adopts 2021 Edition of IBC, then ASCE 7-16 will be referenced.)
▪ ATC Hazards by Location
▪ Houston Airport System Design Standards Manual, 2023 Edition
▪ ACI 318 Building Code Requirements for Structural Concrete
▪ ACI 530 Building Code Requirements for Masonry Structures
▪ AISC Manual of Steel Construction –LRFD, 15th Edition
▪ Metal Building Manufacturer’s Manuals
▪ Texas Department of Licensing and Regulation, Texas Accessibility Standards of the Architectural Barriers Act, Article 9102, Texas Civil Statutes
Design Loads
▪ Dead Loads:
– Actual weight of structure and finishes
– Superimposed dead loads on roof: 20 psf
– Allowance for future solar panels on roof: 5 psf
– Superimposed dead loads on canopy roof: 10 psf
▪ Live Loads:
– Roof: 20 psf
– 2nd Floor: 80 psf
– Mechanical Room: 150 psf
▪ Wind Design Criteria:
– Basic Wind Speed: 132 mph (3-second gust wind speed)
– Building Risk Category: II
– Wind Exposure: C
– Internal Pressure Coefficient: +/-0.18
▪ Snow Load:
– Ground Snow Load: 0 psf
▪ Seismic Loads (data to be verified by geotechnical engineer):
– Seismic Design Category: A
– Site Class: D
– Building Risk Category: II – Occupancy Importance Factor “I”: 1.25
– MCER ground motion (period = 0.2 sec) “Ss”: 0.071
– MCER ground motion (period = 1.0 sec) “S1”: 0.038
– Numeric Design Value at 0.2 sec SA “SDS”: 0.076
– Numeric Design Value at 1.0 sec SA “SD1”: 0.061
▪ Special Loading:
– Mechanical Equipment: 150-psf live load or actual weight of equipment and housekeeping pad, whichever is greater.
▪ Load Calculations:
– Various load combinations will be used as required by the IBC and ASCE 7-10.
The new facility will be a steel-framed structure supported on a foundation that will be designed based on recommendations from a geotechnical report developed specifically for this site. The information below is based on the design team’s experience on similar projects at IAH.
Building Foundations
▪ Drilled Piers: Building columns and grade beams will be supported on foundation system consisting of pier caps and straight-shaft drilled piers. Piers supporting building columns will be minimum 24” diameter and will extend to depth required by design. Piers supporting lightly loaded structures may be reduced to 18” diameter. Piers will be designed using a combination of allowable end bearing and skin friction values provided by the geotechnical engineer. Pier depths will likely vary from 20 to 40-feet deep. For heavier column loads a pier cap will be used to engage two or more piers to provide the needed support. The site will likely have a shallow water table (less than 15-feet) therefore casing or use of slurry displacement method may be required to install the piers.
• Auger Cast Piles will be considered as an alternative to straight shaft drilled piers. Design criteria for this type of deep foundation will be provided in the geotechnical report so that a comparison between the two can be made. The two deep foundation systems are similar so the decision may come down to constructability, cost, and contractor’s preference. A test pile would be required if auger cast piles foundations are utilized.
• Shallow Foundations such as individual spread footings or continuous wall footings may be used for minor structures or retaining walls.
STRUCTURAL SYSTEMS
Slab-on-Grade Construction
▪ Ground floor slabs will be constructed over moisture controlled and compacted select fill material. The type of material and amount of replacement must be determined by the geotechnical engineer. Select fill generally consists of lean silty or sandy clay material with a Liquid Limit less than 35 and a Plasticity Index between 8 and 20. Fill material is placed in loose lifts not exceeding 8 inches and compacted to 95% of the maximum dry density at a moisture content between optimum and 2 to 3 percent wet of optimum as determined by ASTM D698-12. The amount of existing soil to be replaced and the amount of new fill to be brought in are determined by considering many factors including the condition of existing soil, finish floor elevation of new structures, and depth of soil that is disturbed when existing foundation are removed. It is likely that at least 4-feet of select fill material will be required at this site.
▪ Floor slabs will be cast-in-place concrete reinforced with mild reinforcement (rebar) placed over a 15-mil vapor retarder. Slab thicknesses will vary to accommodate building functions and equipment, but typically will be 5” thick reinforced with #3 rebar spaced at 14” on center each way.
▪ Slab control joints will be spaced at maximum distance equal to 24 times the slab thickness.
Second Floor
▪ The 2nd floor will be designed using composite steel floor system with wide flange beams and 4” normal weight concrete over 2” composite decking. Column spacing will be 30-foot by 30-foot, which will require 16”-18” deep purlins spaced at 10-feet on center and 18” to 21” deep girders. The elevated floors will be designed for live loads appropriate for the planned usage, but not less than 80 psf. Steel stairs will be standard preassembled metal pan system. Steel guardrails will be provided at open sides of the floor at the two-story lobby area.
▪ Minimum attachment of the steel deck to the support member will consist of ¾” diameter puddle welds at each end of the sheet and at each intermediate support on 32/7 pattern. At members parallel to deck span, spacing of welds shall be 12”. A shear connector welded through the deck can replace a required deck weld. Side laps of adjacent units shall be welded or fastened with sheet metal screws at maximum 36” on center.
▪ Composite decks are reinforced throughout with welded wire mesh with additional steel reinforcement (rebar) placed at high stress areas such as at building corners, floor openings, and at girders.
STRUCTURAL DESIGN
Roof Structure
▪ The building roof structure will be comprised of conventional rolled steel wide flange beams, steel joists, and wide flange columns. The structural roof deck will be minimum 20-gauge, 1 ½” Type B, galvanized metal roof deck supported by joists spaced at 5’-0” on center. The roof deck will transfer lateral diaphragm loads to the lateral load resisting elements. Deck attachment will meet FM Global Wind rating.
Lateral Load-Resisting System
▪ A combination of X-brace, knee brace, chevronshaped brace, and rigid frames will provide resistance to wind and seismic loads.
SERVICEABILITY CRITERIA
Deflection limits are based on the height of the structure, “H”; or the span of the member, “L”. Structural members must satisfy all the following limits that are applicable to them:
▪ Wind:
– Overall structure/ Main Wind Force Resisting System: Inter-story drift based on 10-year MRI wind load: H/400
– Members (girts, beams, columns) supporting exterior wall: Deflection measured perpendicular to roof or wall caused by 0.7 times the design service wind load (W) = L/175 or L/240 + ¼”, whichever is smaller
– Beams/Girders/Frame deflection limit L/240 for Live Load, L/180 for Dead + Live Load
– Masonry Veneer/Stud wall deflection limits: H/600
▪ Seismic:
– Inelastic lateral frame deflection in the plane of the wall –one floor relative to an adjacent floor: 0.020H
– Masonry Veneer/Stud wall deflection limits: H/600
▪ Gravity Loads:
– Deflections are determined using service loads and will be limited to the following maximum values:
Live Load Deflection: L/360
Total Load Deflection: L/240
Foundation settlement limits will be 1” total and ½” differential settlement
MATERIALS
▪ Concrete:
– All concrete shall be normal weight density 145 to 150 pcf
– Reinforcement: ASTM A615 Grade 60
– Specified 28-day concrete strength:
Slabs-on-grade: 3,500 psi
Grade beams and pier caps: 4,000 psi
Drilled piers and footing: 4,000 psi
Slabs on metal deck: 3,500 psi
▪ Structural Steel: –
Steel Shapes:
W-Shapes: ASTM A992
Angles, Channels, Plates: ASTM A36
Square/Rectangular Hollow Structural Sections (HSS): ASTM A500, Grade B
Round Hollow Structural Sections: ASTM A501 or ASTM A53, Grade B
– Structural steel shall be fabricated and erected per the AISC “Specification for Structural Steel Buildings –Load and Resistance Factored Design” and the AISC “Code of Standard Practice for Steel Buildings and Bridges”. Steel designated as “Architecturally Exposed Structural Steel” will meet AESS Requirements of AISC
– Anchors, Bolts, and Studs:
Anchor Rods: ASTM F 1554 Grade 55
Expansion Anchors: Hilti Kwik Bolt TZ anchors, TruboltWedge anchors, or approved equal.
Bolts: Minimum ¾” diameter A325 highstrength bolts
Shear studs: ¾” diameter, headed
–
Structural steel exposed to weather or in unconditioned space shall be hot-dipped galvanized or painted with a zinc-rich special coating.
– Special welding procedures will be required for full-penetration moment connections. Weld inspection by ultrasonic method will be required.
FLOOR DECK: 4.5” NOMINAL WEIGHT CONCRETE OVER 2” DEEP 18-GUAGE COMPOSITE METAL DECK
IDEAL WIND BRACE LOCATIONS SHOWN IN YELLOW HIGHLIGHT. THESE WILL NOT WORK WELL WITH WINDOW LAYOUTS, HOWEVER, SO WE MAY HAVE TO USE MOMENT FRAME.
ROOF DECK: 1.5” WIDE RIBBED 20-GUAGE METAL ROOF DECK
USE W10 x 49 COLUMNS AS PLACEHOLDER UNTIL WIND BRACE SYSTEM IS WORKED OUT
PROVIDE ADDITIONAL COLUMN GRIDS IF THE CORE SPACE IS INTENDED TO BE COLUMN FREE
REGULAR GRID CAN BE MAINTAINED IF CORE AREA IS NOT OPEN TO ROOF ABOVE
MECHANICAL ELECTRICAL AND PLUMBING SYSTEMS CONCEPTOUTLINESPECIFICATIONS
CIVIL –Basis of Design
The architectural site plan received from FS Group Architects on August 22, 2023, is the basis of this civil narrative.
THEPROJECTAREA:
TheHoustonAirportSystem(HAS)hasproposedtheconstructionoftheHASAdministrationBuildingNo.3onacombinedareaof4.53 acres,whichareopentractsoflandownedbytheCityofHouston(COH).Itislocatedat16930JohnFKennedyBlvd,Houston,Texas, 77032
SITECONDITIONANDDEMOLITION:
Theconstructionareaconsistsofa+/-25,620SFbuildingandapprox.167,203SFofpavementareatobeusedforparking.Theexisting asphaltpavement,storminletsandstormpipeswillberemoved duringtheconstructionoftheHASAdministrationBuilding No.3.
DRIVEWAYACCESS:
ThesiteplanshowstwoexistingdrivewayslocatedalongJFKNorthBoundServiceRoadwhichwillbeclosedcompletely.Theexisting buildingwillbeaccessedthroughtheexistingdrivewayonRankinRoadlocatednorthofAdministrationBuilding1.Thereisabusstop locatedonJFKNorthBoundServiceRoadwhichwillbedetoured, ifnecessary.
BASEFLOODELEVATION:
PerFEMAFloodInsuranceRateMap(FIRM)Number48201C0480MrevisedonJune9,2014;theproposedsiteiswithinZone X(Unshaded).The100-yearBaseFloodElevation(BFE)nearthesiteis78.40feet.The500-yearBaseFloodElevation(BFE)is79.10feet.
TheHASAdministrationBuildingFFEisproposedtobesetat86.00Ft.
STORMWATERDETENTION:
PerHoustonAirportSystem,nodetentionwillberequiredforallnewconstructionorre-development.Ithasalreadybeen providedfor intheMasterDetentionPlan,eliminatingtheneedforsitedetention.
UTILITIES:
• Water
An 8-inch water line is required for the proposed development which will be connected to the existing 12-inch along the JFK North Bound Service Road. This will provide the required capacity for the building’s domestic and fire needs.
The COH requires a water meter easement (adjacent to the property line) to be dedicated to COH. The water meter easement of 15 ft. x 25 ft. has been proposed for the proposed water meter vault which will house the 8-inch combination meter.
• Wastewater
An8-inchsanitarysewerservicelineisrequiredfortheproposeddevelopmentwhichwillbeconnectedtotheexisting8-inch on-site sanitarylinepassingalongsideAdministrationBuildingNo2.
• StormSewer
Thestormsewersystemisproposedtobeconnectedtotheexisting18-inchstormsewerlinerunningthroughthemedianarea inJFK NorthBoundServiceRoad.Thestormdrainagesystemwillconsistofanetworkofdrainagepipes,manholes,catchbasins,etc.to draintherunofffromthepropertytotheCity’ssystem.Thestormsewers’12-inchdiametershallbeHDPE.
• Natural GAS
A 2-inch gas service line is required for the proposed development and will be connected to the existing 2-inch IP Gas line along the JFK North Bound Service Road. The proposed gas meter will be located near the northern edge of the proposed building.
NATIVE PLANTS
LANDSCAPE DESIGN NARRATIVE
1. The intent of the Landscape Plan is to create a welcoming exterior environment for the users of the building as well as contributing to the overall ecology of the existing site by doing the following:
a. Meeting City and County code requirements
b. Following LEED approved landscape methods i. Using native or native adapted plants ii. Using plants that are drought adapted /tolerant iii. Minimizing large lawn areas and using native seeds instead iv. Using water sense irrigation practices
2. Blending in with the existing landscape in Building No. 1 and Building No. 2 to create a cohesive office campus.
TELECOMMUNICATIONS DESIGN NARRATIVE
STANDARDS
THETELECOMMUNICATIONSDESIGNSHALLBEINACCORDANCE WITHTHEHOUSTONAIRPORTSYSTEM(HAS)DESIGNSTANDARDS, SUPPLEMENTALINFORMATION,INDUSTRYSTANDARDS,TRADE PRACTICE,ANDAPPLICABLEREGULATORYAGENCIES.THE DESIGNSHALLFOLLOWALLSUCHSTANDARDSAND
PROCEDURESASREFERENCEDBYAIA,ANSI,BICSI,CFR,IEEE, NECA,NEMA,OSHA,UL,TIA/EIA568WIRINGSTANDARDS,TIA/EIA 569,TIA/EIA606,TIA/EIA607,ANDTHEHASNETWORK STANDARDS.
TELECOMMUNICATIONDUCTBANK
ANUNDERGROUNDTELECOMMUNICATIONDUCTBANKWILLBE USEDASASECUREPATHWAYTOPROVIDEBACKBONECABLE BETWEENTHEPROPOSEDBUILDING3ANDTHEEXISTING BUILDING2.THECONCRETEENCASEDPVCDUCTSWILLINCLUDE INNERDUCTSTOALLOWFORNUMEROUSINDIVIDUALCABLESIN EACHDUCT.MAINTENANCEHOLESANDHANDHOLESWILLBE SECUREDWITHSECURITYBOLTSORLOCKS.
TELECOMMUNICATIONSSPACESANDPATHWAYS
THECOMPLEXWILLINCLUDEAMAINTELECOMMUNICATIONS EQUIPMENTROOM(TER)TOSERVEASADEMARCATIONPOINT FORTHETELECOMMUNICATIONSSERVICEPROVIDERSANDACT ASTHEMAINANDONLYTERFORTHEENTIREBUILDING.SMALLER TELECOMMUNICATIONSROOMS(TR)WILLBEDISTRIBUTED THROUGHOUTTHEBUILDINGIFTHEREAREMORETHANTWO LEVELSEACHWITHA“HOME-RUN”BACKBONECONNECTIONTO THETERANDWILLFOLLOWASTANDARDS-BASEDSTAR TOPOLOGY.BASEDONTHEFINALARCHITECTURALDESIGN, THEREWILLBEAMINIMUMOFONETERSIZEDTO ACCOMMODATEALLTHEVARIOUSTECHNOLOGYAND NETWORKCONNECTIONSWITH(4)4”CONDUITSBETWEEN ROOMSIFNEEDED.THEMINIMUMSIZEFORATRIS150SFAND 400SFFORTHETERIFANADDITIONALROWOFEQUIPMENT CABINETSISNEEDEDFORSERVERINSTALLATIONS.CABLING FROMTHETERANDTRWILLBEROUTEDTHROUGHEITHERCABLE TRAY,CONDUIT,ORJ-HOOKSASALLOWEDBYHASIT STANDARDS.SECURITYACCESSCONTROLCABLEWILLBE ENTIRELYINCONDUIT.THEFOLLOWINGFIGUREREPRESENTSA TYPICALTELECOMMUNICATIONSROOM(TR).
CABLING INFRASTRUCTURE (PASSIVE INFRASTRUCTURE): THECABLINGINFRASTRUCTURE,ORPASSIVE INFRASTRUCTURE(PI),PROVIDESACOMMON FRAMEWORKFORTHEINTERCONNECTIONOFTHE VARIOUSITSYSTEMSANDWILLBEDESIGNEDIN ACCORDANCEWITHHASITGUIDELINESANDSTANDARDS. THEPIPROVIDEAPREMISES-WIDE“BACKBONE”,THAT CONSISTSOFFIBEROPTICCABLING(SINGLE-MODE AND/ORMULTI-MODE)FORDATAAPPLICATIONS,COPPER CABLING(HIGH-PAIR-COUNTCOPPERCABLINGFOR LEGACYVOICEAPPLICATIONS),ANDSPECIALTYCABLING SUCHASCOAXIALCABLE,WHEREREQUIRED.AMINIMUM OF96STRANDFIBEROPTICCABLEAND25PAIRCOPPER CABLEWILLCONNECTTHETRSTOTHETER.
FORTHEEND-USERDEVICE(PERSONALCOMPUTER, TELEPHONESET,DISPLAYMONITOR,ACCESSCONTROL CARDREADER,SECURITYVIDEOCAMERA,ETC.),THEPI PROVIDESPHYSICALCONNECTIVITYTOTHEBACKBONE VIATHEAPPROPRIATECABLINGFORTHEAPPLICATION. CATEGORY6CABLEWILLBEUSEDFORUSEDFORDATA ANDVOICESTATIONCABLINGANDCATEGORY6AFOR WIRELESSACCESSPOINTS.
INFORMATIONMANAGEMENTOUTLETS(IMO)WILLBE LOCATEDTHROUGHOUTTHEPREMISESTOPROVIDETHE CONNECTIONPOINTFORTHEEND-USERDEVICES CONSISTENTWITHA“COREANDSHELL”.EACHIMO TYPICALLYCONSISTSOFASINGLEWALLOUTLETWITHTHE CAPABILITYTOHOUSEFIBERTERMINATIONS,COAXIAL TERMINATIONS,ANDRJ-45TERMINATIONS(FORDATA, VOICE,IP-ADDRESSABLEPA,IP-ADDRESSABLESECURITY VIDEOSURVEILLANCE,ANDVOICEOVERIP).THE APPLICATIONATEACHLOCATIONDETERMINESTHE ACTUALCONFIGURATIONOFTHEIMO.
TOSUPPORTCERTAINTENANTSWITHINTHEFACILITY,THE BACKBONEISEXTENDEDINTOTHEINDIVIDUALTENANTSIT ROOM/CABINETVIAFIBEROPTICAND/ORCOPPERTIE CABLINGIFREQUIRED.
BACKBONEANDHORIZONTALCABLEWILLBETERMINATED INEQUIPMENTRACKSORCABINETS.
DATA NETWORK (ACTIVE INFRASTRUCTURE): THE ACTIVE INFRASTRUCTURE CONSISTS OF “CORE” SWITCHES IN THE TER. EACH INDIVIDUAL TELECOMMUNICATIONS ROOM (TR) THROUGHOUT THE COMPLEX INCLUDES ONE OR MORE “ACCESS” SWITCHES THAT ARE CONNECTED TO THE “CORE” SWITCH(S) VIA THE FIBER OPTIC BACKBONE.
ALL SWITCHES ARE RACK MOUNTED. THE INITIAL DESIGN OF THE NETWORK WILL BE BASED ON THE AGGREGATE BANDWIDTH REQUIREMENTS OF ALL IT SYSTEMS THAT UTILIZE THE NETWORK PLUS ANTICIPATED GROWTH REQUIREMENTS.
TELECOMMUNICATIONS DESIGN NARRATIVE (CONT)
DATA NETWORK (ACTIVE INFRASTRUCTURE):
VIRTUALLOCALAREANETWORKS(VLAN'S)AREUSEDFORTHE INDIVIDUALSUBSYSTEMSTHATUTILIZETHENETWORK.THIS PROVIDESTHEAPPEARANCEOFEACHSUBSYSTEMHAVINGTHEIR OWNINDIVIDUALNETWORKANDALSOPROVIDESTHEABILITYTO SECURELYSEGREGATETHEINDIVIDUALSUBSYSTEMDATA.THIS PREVENTSANYUNAUTHORIZEDUSEROFANINDIVIDUALVLAN FROMVIEWINGDATAFROMOTHERVLAN’S.
INCERTAINCASES,INDIVIDUALDEPARTMENTSWILLREQUIREAN “AIR-GAPPED”DEDICATEDLANFORENHANCEDSECURITYAND WILLBEDETERMINEDDURINGTHEDESIGNPERIOD.
WIRELESSLAN(WLAN):
WIRELESSACCESSPOINTS(WAPS)AREPROVIDEDTHROUGHOUT THEBUILDINGSANDSITETOPROVIDEWLANACCESSFOR OPERATIONALUSEANDGUESTACCESS.HASHASSTANDARDIZED ONARUBANETWORKSFORTHEIRWAPS.
DOCUMENTS
THEFOLLOWINGDRAWINGSANDSPECIFICATIONSWILLBE SUBMITTEDINSTAGESCONSISTENTWITHA“COREANDSHELL” CONCEPT.ITISANTICIPATEDTHATADOCUMENTREVIEWWILL OCCURATSCHEMATICDESIGN(SD),DESIGNDEVELOPMENT (DD)CONSTRUCTIONDOCUMENT(CD)MILESTONESANDWILL INCLUDETHEFOLLOWINGDRAWINGSANDSPECIFICATIONS:
DRAWINGS:
•TELECOMMUNICATIONS SITE PLANS
•TELECOMMUNICATIONS FLOOR PLANS
•ONE LINE AND RISER DIAGRAMS
•ENLARGED TELECOMMUNICATION ROOM (TR) PLAN
•TR RACK AND WALL ELEVATIONS
•TELECOMMUNICATIONS DETAILS
•TELECOMMUNICATIONS EQUIPMENT SCHEDULES SPECIFICATIONS:
•TELECOMMUNICATIONS GROUNDING AND BONDING
•INTERIOR COMMUNICATION PATHWAYS
•EXTERIOR COMMUNICATION PATHWAYS
•COMMUNICATION CABINETS AND EQUIPMENT ROOMS
•BACKBONE AND RISER MEDIA INFRASTRUCTURE
•HORIZONTAL MEDIA INFRASTRUCTURE
•DATA COMMUNICATION NETWORK EQUIPMENT
ACCESSCONTROLSYSTEM(ACS)
ACCESSCONTROLISDIVIDEDINTOTWO(2)CATEGORIES: EXTERNALPERIMETERBUILDINGACCESSCONTROLANDINTERIOR ACCESSCONTROL.PERIMETERELECTRONICACCESSCONTROL WILLBEMANAGEDBYATHEHASAPPROVEDACCESSCONTROL SYSTEMTHATWILLBECOMPATIBLEWITHTHEEXISTINGENTERPRISE SYSTEMSASREQUIRED.
INTERIORACCESSCONTROLISMANAGEDBYTHENEEDSOFTHE INDIVIDUALDEPARTMENTSANDSTAFF.INTERIORACCESS CONTROLISPRIMARILYMANAGEDWITHMECHANICALLOCKS. HIGHVALUEAREASARETYPICALLYCONTROLLEDBYTHE ELECTRONICACCESSCONTROLSYSTEMTHATPROVIDESAN AUDITABLEREPORTOFACCESSACTIVITY.SUCHAREASINCLUDE, BUTARENOTLIMITEDTO,VAULTS,TER,TRS,ELEC/MECHROOMS, HRFILEROOMS,PAYROLLOFFICES,TAXVAULTS,VIPOFFICES, ETC.
THEACCESSCONTROLSYSTEMWILLBEUTILIZEDFORACCESS CONTROLTORESTRICTEDAREASANDALARMMONITORINGOF SECURITYCONDITIONSINACCORDANCEWITHHASSECURITY GUIDELINESANDSTANDARDS.RESTRICTEDACCESSWILLBE CONTROLLEDWITHTHEUSEOFPROXIMITY/BIOMETRICCARD READERSPROGRAMMEDSPECIFICALLYFORHAS.ENTRYAND EXITSTOTHEFACILITYWILLBESECUREDBYCARDREADERSAND ELECTRONICDOORHARDWARE.HARDWAREWILLINCLUDEBUT NOTBELIMITEDTODOORPOSITIONSWITCHES,DELAYEDEGRESS DEVICES,ELECTRICPANICEXITDEVICES,ELECTRICLOCKSETS, ELECTRICPOWERTRANSFERDEVICES,ANDPOWERSUPPLIES. ELECTRICLOCKINGMECHANISMSWILLBESELECTEDCONSISTENT WITHTHESECURITYLEVELDEEMEDNECESSARYANDTHE RESPECTIVEARCHITECTURALDESIGNCRITERIAFORTHESPECIFIC AREAS.AHUMANPERIMETERBETWEENTHEPUBLICSPACEAND EMPLOYEESPACEWILLBEDEFINEDWITHTHEUSEOFTHEACS. DURESSBUTTONSCANBEADDEDATRECEPTIONAREASIF DESIREDANDWILLREPORTTOTHEAIRPORTCOMMUNICATION CENTER.
THEEMPLOYEEANDPUBLICPARKINGAREAWILLNOTBE SECURED.
VIDEOMANAGEMENTSYSTEM(VMS)
AVMSWILLBESPECIFIEDINACCORDANCEWITHHAS THATWILLBECOMPATIBLEWITHANYEXISTINGENTERPRISE SYSTEMSASREQUIRED.THESYSTEMWILLBELANBASED ANDUSENETWORKVIDEORECORDERS(NVRS),SERVERS, NETWORKRECORDINGMEDIA,ANDVIDEO MANAGEMENTSOFTWARE.
THEVMSWILLBEINTEGRATEDWITHTHEACCESSCONTROL SYSTEMTOALLOWAUTOMATICANDMANUAL MONITORINGOFALARMSANDDESIGNEDIN ACCORDANCEWITHHASGUIDELINESANDSTANDARDSIF AVAILABLE.THEUSEOFFIXEDANDPAN/TILT/ZOOM(PTZ) CAMERASWILLBEAPPLIEDCONSISTENTWITHTHEDESIRED COVERAGE.IPVIDEOCAMERAIMAGESWILLBE RECORDEDINTHECLOUDPROVIDEAMEANSFOR RETRIEVALOFRELATEDACTIVITY.VIDEORECORDING SYSTEMWILLINCORPORATESTATE-OF-THE-ART TECHNOLOGYWITHDIGITALSIGNALPROCESSING. DIGITALSTORAGEWILLBEDESIGNEDTOSUPPORT30DAYS
@10FRAMESPERSECONDATHIGHDEFINITION(1080P) FORALLCAMERASORASDIRECTEDBYHAS.THEACTIVE INFRASTRUCTUREWILLBEUSEDTOTRANSPORTSECURITY VIDEOSURVEILLANCESIGNALSACROSSASEPARATEVLAN INSTALLEDASPARTOFTHETELECOMMUNICATIONS INFRASTRUCTURE.
ALLWIRINGFORSECURITY-RELATEDEQUIPMENTBETWEEN FIELDDEVICESANDCONTROLLERSWILLBEROUTEDWITHIN CONDUIT.CABLETRAYMAYBEUTILIZEDONCECABLEIS WITHINDESIGNATEDTERMINATIONROOMS.
HASHASSTANDARDIZEDAXISANDHONEYWELLFORIP CAMERASANDTHEIRDIGITALRECORDINGSYSTEM.
DOCUMENTS
THEFOLLOWINGDRAWINGSANDSPECIFICATIONSWILLBE SUBMITTEDINSTAGESCONSISTENTWITHA“COREAND SHELL”CONCEPT.ITISANTICIPATEDTHATADOCUMENT REVIEWWILLOCCURATSCHEMATICDESIGN(SD),DESIGN DEVELOPMENT(DD),50%,100%CONSTRUCTION DOCUMENT(CD)MILESTONESWITHTHEFOLLOWING DRAWINGSANDSPECIFICATIONS:
DRAWINGS:
•SECURITYSITEPLANS
•SECURITYFLOORPLANS
•ONELINEANDRISERDIAGRAMS
•ELEVATIONS
•SECURITYDOORDETAILS
•CAMERADETAILS
•INTELLIGENTFIELDPANEL(IFP)DETAILS
•SECURITYEQUIPMENTSCHEDULES
SPECIFICATIONS:
•ACCESSCONTROLSYSTEM(ACS)
•VIDEOMANAGEMENTSYSTEM(VMS)
THEACCESSCONTROLSYSTEMFIELDPANELSANDLOCKPOWER SUPPLIESWILLBELOCATEDINTHETER/TRS.HASHAS STANDARDIZEDHONEYWELLPROWATCHFORTHEACS.