· P O O L P O O L P O OL P O O L P O O L MARY ESTHER, FLORIDA 9 0 3 2 9 0 3 2 3 9 0 3 2 6 IA R E...

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90322

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RENOVATE OFFICE SPACE,492 SOACS, BUILDING 90322

HURLBURT FIELD, FLORIDAFTEV 16 - 1183

HURLBURT MAIN GATE(NO COMMERCIAL ENTRY)

PASS AND ID OFFICEBLDG. 90905

NORTH

FIRE DEPARTMENTBLDG. 90734

MARTIN LUTHER KINGJR. BLVD INTERSECTION

ENTRANCE

COMMERCIAL VEHICLEINSPECTION ENTRANCE

HURLBURT EAST GATE (NOCOMMERCIAL ENTRANCE)

NORTH

PROJECT SITEBASE MAP

PROJECTLOCATION:

BUILDING 90322

CONTRACTORSHAUL ROUTE

HWY. 98

BASE CIVILENGINEER

CODY AVE.

CONTRACTING

SECURITYPOLICE

DOWNS ROAD

INDEPENDENCE ROAD

INDEX OF DRAWINGSSHEET

NUMBER SHEET NAMEGENERAL

G-001 TITLE SHEET

STRUCTURALS-001 GENERAL NOTES & WIND INFORMATIONS-101 SLAB-ON-GRADE PLANS-301 SECTIONS AND DETAILS

ARCHITECTURALA-001 ABBREVIATIONS AND LEGENDSA-002 WALL TYPE CONSTRUCTION LEGENDA-101 FIRST FLOOR EXISTING PLANA-102 DEMOLITION PLANA-110 FIRST FLOOR PLANA-111 FIRST FLOOR DIMENSION PLANA-150 REFLECTED CEILING PLANA-401 ENLARGED PLANS & INTERIOR ELEVATIONSA-601 DOOR SCHEDULE, ELEVATIONS AND DETAILSA-602 DOOR AND WINDOW DETAILS

INTERIORI-120 FINISH SCHEDULE

FIRE PROTECTIONF-101 FIRST FLOOR PLAN - DEMOLITION - FIRE PROTECTIONF-102 FIRST FLOOR PLAN - NEW - FIRE PROTECTION

PLUMBINGP-101 PLUMBING PLAN - DEMOLITIONP-102 PLUMBING PLAN - WASTEP-103 PLUMBING PLAN - WATERP-104 SCHEDULE AND RISER DIAGRAM

MECHANICALM-001 HVAC LEGEND, NOTES & ABBREVIATIONSM-100 HVAC PLAN - DEMOLITIONM-101 HVAC PLAN - NEW WORKM-102 ENLARGED HVAC PLANM-301 SECTIONSM-501 HVAC DETAILSM-601 SCHEDULESM-701 HVAC SEQUENCE OF OPERATIONS

ELECTRICALE-001 PANEL SCHEDULE, RISER, LEGENDE-002 LIGHTING FIXTURE DETAILSE-003 OVERALL 1ST & 2ND FLOOR ELECTRICAL PLANSE-101 ELECTRICAL DEMOLITION PLANE-102 LIGHTING PLANE-103 POWER PLANE-104 FIRE ALARM/MASS NOTIFICATION SYSTEM PLAN

TELECOMMUNICATIONST-001 TELE/DATA DETAILST-101 TELEPHONE/DATA SYSTEMS PLAN

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

09/06/17

3.00 REINFORCED CONCRETE

3.01 ALL CONCRETE WORK SHALL CONFORM TO ACI 301�10, SPECIFICATIONS FOR STRUCTURAL CONCRETE FORBUILDINGS. DESIGN IS BASED ON ACI 318�11, BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. DETAILCONCRETE REINFORCEMENT AND ACCESSORIES IN ACCORDANCE WITH ACI 315, DETAILING MANUAL. DETAIL ALLCONCRETE WALLS AND BEAMS ON THE SHOP DRAWINGS IN ELEVATION UNLESS SPECIFICALLY APPROVEDOTHERWISE. SUBMIT SHOP DRAWINGS FOR APPROVAL, SHOWING ALL FABRICATION DIMENSIONS AND LOCATIONS FORPLACING REINFORCING STEEL AND ACCESSORIES. DO NOT BEGIN FABRICATION UNTIL SHOP DRAWINGS ARECOMPLETED AND REVIEWED.

3.02 UNLESS NOTED OTHERWISE, ALL CONCRETE SHALL BE NORMAL WEIGHT AND HAVE THE FOLLOWING MINIMUM28 DAY COMPRESSIVE STRENGTHS:

A. FOUNDATIONS 3500 PSIB. SLAB�ON�GRADE 3500 PSI

CONCRETE MAY CONTAIN A PROPERLY DESIGNED SUPERPLASTICIZER FOR WORKABILITY.

3.03 REINFORCING STEEL SHALL CONFORM TO ASTM A615, GRADE 60 UNLESS NOTED OTHERWISE.

3.04 THE PROPOSED MATERIALS AND MIX DESIGN SHALL BE FULLY DOCUMENTED AND REVIEWED BY THE OWNER'STESTING LABORATORY. RESPONSIBILITY FOR OBTAINING THE REQUIRED DESIGN STRENGTH IS THE CONTRACTOR'S.

3.05 USE OF CALCIUM CHLORIDE, CHLORIDE IONS, OR OTHER SALTS IN CONCRETE IS NOT PERMITTED.

3.06 CHAMFER OR ROUND ALL EXPOSED CORNERS A MINIMUM OF 3/4".

3.07 TIE ALL REINFORCING STEEL AND EMBEDMENTS SECURELY IN PLACE PRIOR TO PLACING CONCRETE. PROVIDESUFFICIENT SUPPORTS TO MAINTAIN THE POSITION OF REINFORCEMENT WITHIN SPECIFIED TOLERANCE DURING ALLCONSTRUCTION ACTIVITIES. "STICKING” DOWELS INTO WET CONCRETE IS NOT PERMITTED.

3.08 PROVIDE CONTINUOUS REINFORCEMENT WHEREVER POSSIBLE; SPLICE ONLY AS SHOWN OR APPROVED;STAGGER SPLICE WHERE POSSIBLE; USE FULL TENSION SPLICE (CLASS "B") UNLESS NOTED OTHERWISE. DOWELSSHALL MATCH THE SIZE AND SPACING OF THE SPECIFIED REINFORCEMENT AND SHALL BE LAPPED WITH FULL TENSIONSPLICES (CLASS "B") UNLESS NOTED OTHERWISE. TERMINATE BARS WITH STANDARD HOOKS.

3.09 REINFORCING STEEL SHALL HAVE THE FOLLOWING CONCRETE COVER UNLESS NOTED OTHERWISE (PER ACI318�05 PAR.7.7.1):

A. CONCRETE AGAINST EARTH (NOT FORMED): 3"

B. FORMED CONCRETE EXPOSED TO THE EARTH OR WEATHER:1. #6 THROUGH #18 BARS: 2"2. #5 BARS AND SMALLER: 1�1/2"

C. CONCRETE NOT EXPOSED TO EARTH OR WEATHER:1. SLABS AND WALLS: 1"2. BEAMS (STIRRUPS) AND COLUMNS (TIES): 1�1/2"

3.10 DO NOT PLACE DUCTS EXCEEDING ONE�THIRD THE SLAB OR WALL THICKNESS WITHIN THE SLAB OR WALLUNLESS SPECIFICALLY SHOWN AND DETAILED ON STRUCTURAL DRAWINGS.

3.11 DO NOT WELD OR TACK WELD REINFORCING STEEL UNLESS APPROVED OR DIRECTED BY THE STRUCTURALENGINEER.

3.12 SHORING SHALL REMAIN IN PLACE UNTIL CONCRETE HAS ATTAINED 75% OF ITS 28�DAY STRENGTH.

3.13 ALL REINFORCING STEEL PLACEMENTS SHALL BE REVIEWED BY THE CONTRACTING OFFICER, OR BY AREPRESENTATIVE RESPONSIBLE TO HIM. (RE: ACI 318 PAR. 1.3.1)

3.14 FOR CONCRETE PADS SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS.

4.00 MASONRY

4.01 CONCRETE MASONRY DESIGN AND CONSTRUCTION SHALL CONFORM TO ACI 530, BUILDING CODEREQUIREMENTS FOR CONCRETE MASONRY STRUCTURES AND ACI 530.1, SPECIFICATIONS FOR CONCRETE MASONRYCONSTRUCTION.

4.02 PROVIDE LIGHTWEIGHT, HOLLOW, CONCRETE MASONRY UNITS (CMU) CONFORMING TO ASTM C90, UNLESSNOTED OTHERWISE.

4.03 PROVIDE MASONRY CONSTRUCTION WITH MINIMUM COMPRESSIVE STRENGTH, f'm = 1700 PSI.

4.04 PROVIDE TYPE "N" MORTAR IN ACCORDANCE WITH ASTM C270, UNLESS NOTED OTHERWISE.

4.05 VERTICAL CELLS SHALL BE REINFORCED WITH #5 @24" O.C. MINIMUM, UNLESS NOTED OTHERWISE (U.N.O.) INTHE CONTRACT DRAWINGS. VERTICAL REINFORCING SHALL BE CONTINUOUS (LAPPED 48 BAR DIAMETERS MINIMUM ATSPLICES, U.N.O.) AND HELD IN POSITION AT THE TOP AND BOTTOM OF THE GROUT POUR. U.N.O., POSITION VERTICALREINFORCING IN THE CENTER OF THE CELL.

4.06 PROVIDE COARSE GROUT FOR REINFORCED MASONRY IN ACCORDANCE WITH ASTM C476. GROUT SHALL HAVEA MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3,000 PSI UNLESS NOTED OTHERWISE. GROUT SHALL BE FLUIDCONSISTENCY. FLUID CONSISTENCY SHALL MEAN THAT CONSISTENCY AS FLUID AS POSSIBLE FOR POURING WITHOUTSEGREGATION OF THE CONSTITUENT PARTS. FILL ALL CELLS BELOW GRADE WITH GROUT. ALL GROUT SHALL BECONSOLIDATED AT THE TIME OF POURING BY VIBRATING AND THEN RECONSOLIDATED BY AGAIN PUDDLING LATER,BEFORE PLASTICITY IS LOST. WHEN GROUTING IS STOPPED FOR ONE HOUR OR LONGER, CONSTRUCTION JOINTSSHALL BE FORMED BY STOPPING THE POUR OF THE GROUT 1�1/2 INCHES BELOW THE TOP OF THE UPPERMOST UNIT.

4.07 PROVIDE HORIZONTAL JOINT REINFORCEMENT COMPLYING WITH ASTM A82, NO. 9 GAUGE OR HEAVIER, ZINCCOATED, PLACED 16 INCHES ON CENTER IN 8" NOMINAL CMU WALLS AND 8" ON CENTER IN 12" NOMINAL CMU WALLS,UNLESS NOTED OTHERWISE.

4.08 PROVIDE RUNNING BONDS WITH VERTICAL JOINTS LOCATED AT CENTER OF MASONRY UNITS IN THE ALTERNATECOURSE BELOW, UNLESS NOTED OTHERWISE.

4.09 ALL MASONRY UNITS SHALL BE FREE OF EXCESSIVE DUST AND DIRT AT THE TIME THEY ARE LAYED BY THEMASON.

4.10 ALL REINFORCED HOLLOW UNIT MASONRY SHALL BE BUILT TO PRESERVE THE UNOBSTRUCTED VERTICALCONTINUITY OF THE CELLS TO BE FILLED. WALLS AND CROSS WEBS IN ALL REINFORCED MASONRY WALLS SHALL BEFULLY BEDDED IN MORTAR. ALL HEAD (OR END) JOINTS SHALL BE SOLIDLY FILLED WITH MORTAR FOR A DISTANCE INFROM EACH FACE OF THE UNIT NOT LESS THAN THE THICKNESS OF THE LONGITUDINAL FACE SHELLS, BOND SHALL BEPROVIDED BY LAPPING UNITS IN SUCCESSIVE VERTICAL COURSES.

1.00 GENERAL NOTES

1.01 THESE STRUCTURAL NOTES SHALL BE APPLIED WITH THE TECHNICAL SPECIFICATIONS IN THE SPECIFICATIONSMANUAL. ANY CONFLICTING REQUIREMENTS SHALL BE BROUGHT TO THE ATTENTION OF THE CONTRACTING OFFICER FORRESOLUTION BEFORE PROCEEDING WITH FABRICATION OR CONSTRUCTION.

1.02 VERIFY ALL EXISTING CONDITIONS, DIMENSIONS AND ELEVATIONS BEFORE STARTING WORK. NOTIFY CONTRACTINGOFFICER OF ANY DISCREPANCY.

1.02 ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE, 2015.

1.03 THE STRUCTURE HAS BEEN DESIGNED UTILIZING THE FOLLOWING REFERENCES:

A. UFC 1�200�01, GENERAL BUILDING REQUIREMENTSB. UFC 3�301�01, STRUCTURAL ENGINEERING, 1 JUNE 2013, INCLUDING CHANGE 3, DATED 12

SEPTEMBER 2016C. UFC 3�310�04, SEISMIC DESIGN FOR BUILDINGSD. UFC 4�010�01, DOD MINIMUM ANTITERRORISM STANDARD FOR BUILDINGS, INCLUDING CHANGE 1,

DATED 9 FEBRUARY 2012E. INTERNATIONAL BUILDING CODE, 2015F. ASCE 7�10, MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURESG. ACI 302.1 R�5, CONCRETE FLOOR AND SLAB CONSTRUCTIONH. ACI 318�11, BUILDING CODE REQUIREMENTS FOR CONCRETE STRUCTURESI. ACI 360 R�06, DESIGN OF SLAB ON GRADESJ. AISC 360, SPECIFICATIONS FOR STRUCTURAL STEEL BUILDINGS, LATEST EDITIONK. ACI 530�08, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES

1.04 WIND LOADS � STRUCTURE HAS BEEN DESIGNED TO CONFORM TO THE WIND PROVISIONS OF ASCE 7�10. SEE WINDPRESSURE DIAGRAM & CHART FOR THE FOLLOWING:

A. ULTIMATE BASIC WIND SPEEDB. BUILDING RISK CATEGORYC. WIND EXPOSURE CATEGORYD. INTERNAL PRESSURE COEFFICIENTE. COMPONENT & CLADDING WIND PRESSURES

1.05 DESIGN GRAVITY LOADS ARE AS FOLLOWS:

A. SUPERIMPOSED DEAD LOADS:1. ROOFING AND INSULATION: 3 PSF2. MECHANICAL, ELECTRICAL, PLUMBING: 6 PSF3. CEILINGS: 8 PSF

B. LIVE LOADS: (MAY BE REDUCED PER CODE)1. TYPICAL 2ND FLOOR: 40 PSF2. STAIRS: 100 PSF3. ROOFS: 20 PSF4. SLAB�ON�GRADE: 100 PSF5. MECHANICAL/ ELECTRICAL/STORAGE ROOMS: 125 PSF

1.06 DRAWINGS SHOW TYPICAL AND CERTAIN SPECIFIC CONDITIONS ONLY. FOR DETAILS NOT SPECIFICALLY SHOWN,PROVIDE DETAILS SIMILAR TO THOSE SHOWN.

1.07 THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS, ETC., ARE THESOLE RESPONSIBILITY OF THE CONTRACTOR.

1.08 CONTRACTOR SHALL MAKE NO DEVIATION FROM DESIGN DRAWINGS WITHOUT WRITTEN APPROVAL OF THECONTRACTING OFFICER. FOR ADDITIONAL OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS, SEE ARCHITECTURAL,MECHANICAL, AND PLUMBING DRAWINGS. NOTIFY CONTRACTING OFFICER OF ANY CONFLICT AND/OR OMISSION.

1.09 REVIEW OF SUBMITTALS AND/OR SHOP DRAWINGS BY THE CONTRACTING OFFICER DOES NOT RELIEVE THECONTRACTOR OF THE RESPONSIBILITY TO REVIEW AND CHECK SHOP DRAWINGS BEFORE SUBMITTAL TO THECONTRACTING OFFICER. THE CONTRACTOR REMAINS SOLELY RESPONSIBLE FOR ERRORS AND OMISSIONS ASSOCIATEDWITH THE PREPARATION OF SHOP DRAWINGS AS THEY PERTAIN TO MEMBER SIZES, DETAILS, AND DIMENSIONS SPECIFIEDIN THE CONTRACT DOCUMENTS. CONTRACTOR IS ALSO RESPONSIBLE FOR MEANS, METHODS, TECHNIQUES, SEQUENCES,AND PROCEDURES OF CONSTRUCTION.

2.00 FOUNDATIONS AND SLAB�ON�GRADE

2.01 SHALLOW FOUNDATIONS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 1500 PSF.

2.02 AT THIS TIME NO GEOTECHNICAL REPORT HAS BEEN SUBMITTED. AN ALLOWABLE SOIL BEARING PRESSURE HASBEEN CONSERVATIVELY ESTIMATED BASED ON SIMILAR PROJECTS OF THIS SIZE AND LOCATED IN THE SAME GENERALAREA OF CONSTRUCTION. A QUALIFIED GEOTECHNICAL ENGINEER SHALL CHECK COMPACTION OF THE FOOTINGS. THE TOPTWELVE INCHES OF THE SOILS BENEATH FOOTINGS SHALL BE COMPACTED TO 98% OF THE MODIFIED PROCTOR MAXIMUMDENSITY.

2.03 A QUALIFIED GEOTECHNICAL ENGINEER SHALL VERIFY CONDITION AND/OR ADEQUACY OF ALL SUBGRADES, FILLSAND BACKFILLS BEFORE PLACEMENT OF FOUNDATIONS, FOOTINGS, SLABS, WALLS, FILLS, BACKFILLS, ETC. SHOULD THECONTRACTOR FIND UNDESIRABLE SOILS, HE SHALL STOP WORK AND IMMEDIATELY CONTACT THE CONTRACTING OFFICER.ALL FOOTINGS SHALL REST EITHER ON UNDISTURBED SOIL OR A MANUALLY OPERATED VIBRATORY SLED OR TAMPERSHOULD BE USED TO DENSIFY ANY SOILS IN THE BOTTOM OF THE FOOTING TRENCHES LOOSENED DURING THEEXCAVATION OPERATION.

2.04 SIDES OF FOUNDATIONS SHALL BE FORMED UNLESS CONDITIONS PERMIT EARTH FORMING. FOUNDATIONS POUREDAGAINST THE EARTH REQUIRE THE FOLLOWING PRECAUTIONS: SLOPE SIDES OF EXCAVATIONS AS APPROVED BYGEOTECHNICAL ENGINEER AND CLEAN UP SLOUGHING BEFORE AND DURING CONCRETE PLACEMENT.

2.05 CONTRACTOR IS RESPONSIBLE FOR ADEQUATELY PROTECTING ALL EXCAVATION SLOPES.

2.06 SLAB�ON�GRADE REQUIREMENTS:

A. UNLESS NOTED OTHERWISE, THE SLAB�ON�GRADE SHALL BE A MINIMUM OF 6 INCHES THICK, PLACED ONCOMPACTED SUBGRADE, AND REINFORCED WITH #3 @ 12" O.C. E.W. WITH 3" CLEAR COVER TO EARTH.

B. PLACE CONTROL OR CONSTRUCTION JOINTS AT LOCATIONS INDICATED BY “C.J.” IF NOT INDICATED, LOCATED JOINTSAT COLUMN CENTERLINES AND AT 15’�0” O.C MAX. SAWCUT CONTROL JOINTS AS SOON AFTER POURING AS POSSIBLE,WHEN CONCRETE WILL NOT RAVEL; 12 HRS. MAX. CURE CONCRETE IN ACCORDANCE WITH ACI 301. BEGIN CURINGIMMEDIATELY AFTER POURING TO LIMIT CRACKING PRIOR TO SAWCUTTING CONTROL JOINTS.

C. SUBGRADE SHALL BE PREPARED AS RECOMMENDED IN THE GEOTECHNICAL REPORT.

D. VAPOR BARRIER SHALL CONFORM TO ASTM E1745, CLASS A, B, OR C. VAPOR BARRIER SHOULD BE PLACED OVERCOMPACTED SUBGRADE. VAPOR BARRIER SHOULD BE OVERLAPPED 6 IN. AND TAPED AT THE JOINTS AND CAREFULLYFITTED AROUND SERVICE OPENINGS.

REPRESENTATIVE DIAGRAM

WIND LOAD DETERMINATION ASSUMPTIONS � INTERNATIONAL BUILDING CODE 2012

ROOF SLOPE

145 C 37 1/4 ON 12 II ENCLOSED

ULTIMATE DESIGN WIND PRESSURES FOR COMPONENTS AND CLADDING (PSF)

ROOF ZONE 1ROOF ZONE 2 ROOF ZONE 3

WALL ZONE 4 WALL ZONE 5

O�HANG O�HANG

22.5 �55.4 �93.0 50.7 �55.0 �67.6

50 19.3 �52.1 �70.0 45.5 �49.7 �57.2

17.8 �50.7 �60.1 43.3 �47.5 �52.7

NOTES:

1. FOR EFFECTIVE AREAS BETWEEN THOSE GIVEN ABOVE THE LOAD MAY BE INTERPOLATED,

OTHERWISE USE THE LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA.

2. THE EDGE STRIP, a = 6.0 FT.

3. PRESSURES SHALL BE APPLIED IN ACCORDANCE WITH THE FIGURE SHOWN ON THIS SHEET.

< 10

> 100

WIND VELOCITY

(MPH)EXPOSURE

CATEGORY

MEAN ROOF

HEIGHT (FT.)

RISK

CATEGORY

ENCLOSURE

CATEGORY

EFF.

AREA

(SQ. FT)

4. PRESSURES GIVEN ARE ULTIMATE LOADS TO BE USED WITH STRENGTH DESIGN. FOR SERVICELOADS TO BE USED WITH ALLOWABLE STRESS DESIGN, MULTIPLY THE PRESSURES BY 0.60.SEE TABLES 2.3 AND 2.4 IN ASCE 7�10 FOR MORE INFORMATION ON LOAD COMBINATIONS.

�79.8

�76.6

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19.3

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2

3

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5

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ATFP DESIGN CRITERIA PER UFC 4�010�01 DATED 9 FEBRUARY 2012, CHANGE 1, 1 OCTOBER 2013BUILDING LOCATION: WITHIN CONTROLLED PERIMETERBUILDING OCCUPANCY CATEGORY: PRIMARY GATHERINGLEVEL OF PROTECTION: LOWEXPLOSIVE WEIGHT: TYPE IISTANDOFF DISTANCE PROVIDED: 34 FT. AT EAST GLAZED ENTRY DOOR

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SLAB�ON�GRADE, U.N.O. SHALL BE 6" MINIMUMTHICKNESS REINFORCED WITH #3 @ 12" O.C. E.W.WITH 2 1/2" CLR. POSITIVE SUPPORT FROMBOTTOM OF SLAB. SLAB SHALL BE PLACED OVERA 15 MIL VAPOR BARRIER AND CAPILLARY BREAKAS INDICATED IN THE GENERAL NOTES SECTION2.06 ON SHEET S�001.

INFILL EXISTING WINDOW OPENING;SEE DETAIL 1/S�301

INFILL EXISTING DOOR OPENING;SEE DETAIL 1/S�301

NOTE FOR NEW GLAZED ENTRY DOOR:DOOR MANUFACTURER TO PROVIDE

CONNECTION DIRECT TO EXISTINGCONCRETE COLUMNS (JAMBS) AND/OR

TO EXISTING CONCRETE TIE BEAM

LEGEND

= 8" NOMINAL CMU INFILL OPENING IN EXISTING WALL. SEE DETAIL 1/S�301 FOR REINFORCING. PROVIDE HORIZONTALJOINT REINFORCING AND ADDITIONAL VERTICAL REINFORCING AS OUTLINED IN THE GENERAL NOTES, TYPICAL DETAILSAND SECTIONS IN THESE DRAWINGS. ALL EXTERIOR CMU WALLS SHALL BE FULLY GROUT FILLED.

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PUNCH INSPECTIONHOLES TO ENSURE

PROPER GROUT FILL.

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SYMBOLS LEGEND

ROOM NAME / NUMBERDESIGNATION

DOOR NUMBER

WINDOW / LOUVERTYPE

WALL TYPE

ELEVATIONTARGET

ELEVATION NUMBER

INTERIOR ELEVATION SYMBOL

SHEET ON WHICHELEVATION IS DRAWN

ELEVATION NUMBER

EXTERIOR ELEVATION SYMBOL

SHEET ON WHICHELEVATION IS DRAWN

NORTH ARROWSECTION NUMBER

SECTION SYMBOL

SHEET ON WHICHSECTION IS DRAWN

DETAIL NUMBER

DETAIL SYMBOL

SHEET ON WHICHDETAIL IS DRAWN

NORTHPLAN

NORTH

A1011

SIM

101

A

SF-22

1

2

3

4 A-200

101ROOM NAME

A-201

1

PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL ATA HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR ON THEWALL ABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THISPLAN VIEW. SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALLWALL COMPONENTS AND OPENINGS.

PLAN NORTH

TRUE NORTH

&@LA/CACTADJ

AFFALTALUMARCHAUTOBDBLDGBMBOTBRGBRG PLBURCCABCBCEMCF/CI

CF/GI

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CLCLGCLRCMCMUCPTCOLCONCCONDCONSTRCONTCONTRCOR

CORRCOTR

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ANDATANGLEAIR CONDITIONACOUSTICAL CEILING TILEADJACENT, ADJOINING,ADJUSTABLEABOVE FINISHED FLOORALTERNATEALUMINUMARCHITECT(URAL)AUTOMATICBOARDBUILDINGBEAM, BENCH MARKBOTTOMBEARINGBEARING PLATEBUILT-UP ROOFINGCHANNELCABINETCATCH BASINCEMENTCONTRACTOR FURNISHEDCONTRACTOR INSTALLEDCONTRACTOR FURNISHED/GOVERNMENT INSTALLEDCAST IRONCOMPREHENSIVE INTERIORDESIGN PACKAGECAST-IN-PLACE, CAST IRON PIPECONSTRUCTION JOINT/CONTROLJOINTCENTER LINE, CLASS, CLOSECEILINGCLEAR, COLOR, COOLERCENTIMETER(S)CONCRETE MASONRY UNITCARPETCOLUMNCONCRETECONDITIONCONSTRUCTIONCONTINUE, CONTINUOUSCONTRACT, CONTRACTORCONTRACTING OFFICER'SREPRESENTATIVECORRIDORCONTRACTING OFFICERTECHNICAL REPRESENTATIVECUBIC FEETCUBIC YARDDRYERDETAILDRINKING FOUNTAINDIAMETERDIMENSIONDIVISION, DIVIDEDOWNSPOUTDISHWASHERDRAWINGEASTEACH FACEELEVATIONELECTRIC(AL)ELEVATOREQUALEQUIPMENTEMERGENCY SHOWEREYE WASH STATIONELECTRIC WATER COOLEREXHAUSTEXISTINGEXTERIOR

FAXFAFDFDTNFEFECFF ELFIN GRFLRFPFTFTGFRZGAGALVGBGCGF/GI

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GLGLZGMSGDRGR LNGYP BDHBHCHDBDHDWHMHORIZHNDRLHTHVACIBCIDINCLINSULINTINVINV ELJSKITLAMLAVLHMMAXMECHMFRMHMINMISCMMMSMTMTDMTGMTLMWMULLNNATNICNOMNTSOCODOF/OI

OF/CI

FACSIMILEFIRE ALARMFLOOR DRAINFOUNDATIONFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFINISH FLOOR ELEVATIONFINISH GRADEFLOORFIREPROOFFEET, FOOTFOOTINGFREEZERGAGEGALVANIZED IRONGRAB BARGENERAL CONTRACTORGOVERNMENT FURNISHED/GOVERNMENT INSTALLEDGOVERNMENT FURNISHED/CONTRACTOR INSTALLEDGLASSGLAZINGGALVANIZED METAL STUDGUARDRAILGRADE LINEGYPSUM BOARDHOSE BIBBHANDICAP, HOLLOW COREHARDBOARDHARDWAREHOLLOW METALHORIZONTALHANDRAILHEIGHTHEATING/VENTILATING/AIR CONDINTERNATIONAL BUILDING CODEINSIDE DIAMETERINCLUDEDINSULATIONINTERIORINVERTINVERT ELEVATIONJANITOR SINKKITCHENLAMINATELAVATORYLEFT HANDMETERMAXIMUMMECHANICALMANUFACTURERMANHOLEMINIMUMMISCELLANEOUSMILLIMETERMOP SINKMOUNTMOUNTEDMOUNTINGMETALMICROWAVEMULLIONNORTHNATURALNOT IN CONTRACTNOMINALNOT TO SCALEON CENTEROUTSIDE DIAMETEROWNER FURNISH/OWNER INSTALLEDOWNER FURNISH/CONTRACTOR INSTALLED

ABBREVIATIONSOHOH DROPNGOPPPCFPCCPLPLAMPLYWDPRKGPSFPSIPTPVCQTRRARCPRDREBARREFREGREINFRETREVRFCPRFGRHRMROWSSCSCHEDSDSECTSFSHTSIMSPECSPKRSQSSSSTSTASTCSTDSTORSTRUCTSUSPSYMMSYST&BT&GTETELTHKTOCTOPTOSTVTYPUNOVERTVCTVTRWW/W/OWBWCWDWHWPWSCTWWR

OVERHANG, OVERHEADOVERHEAD (COILING) DOOROPENINGOPPOSITEPOUNDS PER CUBIC FOOTPRECAST CONCRETEPROPERTY LINEPLASTIC LAMINATEPLYWOODPARKINGPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPRESSURE TREATEDPOLYVINYL CHLORIDEQUARRY TILERADIUS, RANGE, RISERRETURN AIRREFLECTED CEILING PLANROOF DRAINREINFORCING STEEL BARSREFERENCE, REFRIGERATORREGISTERREINFORCERETURNREVISIONREINFORCED CONCRETE PIPEROOFINGRIGHT HANDROOMRIGHT OF WAYSOUTHSOLID CORESCHEDULESTORM DRAINSECTIONSQUARE FOOT(FEET)SHEETSIMILARSPECIFICATIONSPEAKERSQUARESERVICE SINKSTAINLESS STEELSTATIONSOUND TRANSMISSION CLASSSTANDARDSTORAGESTRUCTURALSUSPENDSYMMETRICALSYSTEMTOP AND BOTTOMTONGUE AND GROOVETOP ELEVATIONTELEPHONETHICKNESSTOP OF CONCRETETOP OF PAVEMENTTOP OF SLAB, TOP OF STEELTELEVISIONTYPICALUNLESS NOTED OTHERWISEVERTICALVINYL COMPOSITION TILEVENT THROUGH ROOFWASHER, WEST, WIDEWITHWITHOUTWOOD BASEWATER CLOSETWOODWATER HEATERWATERPROOFINGWAINSCOTWELDED WIRE REINFORCEMENT

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WALL TYPE "3" WALL TYPE "4"

WALL TYPE "6"

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WALL TYPE "2"


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8"

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*ALL EXISTING STUD FURRING AROUND EXTERIOR CMU PERIMETER WALLSTO REMAIN AND BE REUSED. INSPECT AND CONFIRM EXISTING STUDS WILLACCOMODATE NEW ELECTRICAL WORK. CONFIRM DEPTH OF STUD FURRINGTO BE MININUM 2 1/2" OR GREATER OR REPLACE WITH NEW 2 1/2"GALVANIZED METAL STUD FRAMING.

GENERAL NOTE

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1 7/8" GALVANIZED METAL FURRING AT 16" O.C. WITH ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON ONESIDE OF WALL. PARTITION TO EXTEND TO DECK ABOVE AND SEAL

2 EXISTING 4" CMU WALL WITH FURRING AND GYPSUM WALL BOARD TO REMAIN ON ONE SIDE. PROVIDE NEW 5/8" MOISTURERESISTANT TYPE "X" GYPSUM WALLBOARD ON RENOVATION SIDE OF WALL. EXTEND TO DECK ABOVE AND SEAL.

3 STC 45 (SA-870717): 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUMWALLBOARD ON EACH SIDE WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY. PARTITION TO EXTEND TO DECK ABOVE. SEALALL PENETRATIONS THRU WALL AND WALL PERIMETER.

4 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON EACH SIDEWITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY. EXTEND TO DECK ABOVE AND SEAL ALL PENETRATIONS THRU WALL ANDWALL PERIMETER.

5 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ 1/2" CEMENTITIOUS BACKER BOARD AND TILE ON RESTROOM SIDE WITH 3 1/2"MINERAL FIBER INSULATION IN STUD CAVITY. EXTEND TO DECK ABOVE AND SEAL ALL PENETRATIONS THRU WALL AND WALLPERIMETER.

6 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER 5/8" MOISTURE RESISTANT TYPE "X" GYPSUM WALLBOARD ON ONE SIDEAND 1/2" CEMENTITIOUS BACKER BOARD AND TILE ON RESTROOM SIDE WITH 3" MINERAL FIBER INSULATION IN STUD CAVITY.PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER

7 3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ 1/2" CEMENTITIOUS BACKER BOARD AND TILE ON BOTH SIDES WITH 3 1/2" MINERALFIBER INSULATION IN STUD CAVITY. PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALLPERIMETER

8 EXISTING DOUBLE WIDTH 4" CMU WALL TO REMAIN. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS @ 16" O.C. WITH 5/8" MOISTURERESISTANT TYPE "X" GYPSUM WALLBOARD ON RECEPTION #103 SIDE OF WALL. PARTITION TO EXTEND TO DECK ABOVE. SEAL ALLPENETRATIONS THRU WALL AND WALL PERIMETER

9 EXISTING SINGLE WIDTH 4" CMU WALL TO REMAIN. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS @ 16" O.C. WITH 5/8" MOISTURERESISTANT TYPE "X" GYPSUM WALLBOARD ON RECEPTION #103 SIDE OF WALL. PARTITION TO EXTEND TO DECK ABOVE. SEAL ALLPENETRATIONS THRU WALL AND WALL PERIMETER

A EXISTING EXTERIOR CMU WALL CONSTRUCTION. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. WITH 3 1/2" MINERALFIBER INSULATION IN STUD CAVITY (BRACE AT 3RD POINTS) AND ONE LAYER 5/8" MOISTURE RESISTANT GYPSUM WALLBOARD. HOLDSTUD OFF EXISTING CMU 1". EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. HOLD OFFEXISTING CMU WALL 1"

B EXISTING EXTERIOR CMU WALL CONSTRUCTION. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDS AT 16" O.C. WITH 3 1/2" MINERALFIBER INSULATION IN STUD CAVITY (BRACE AT 3RD POINTS) AND ONE LAYER 1/2" CEMENTITIOUS BACKER BOARD AND TILE.PARTITION TO EXTEND TO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALL AND WALL PERIMETER. STUD FURRING TO BE HELDOFF EXISTING CMU 4".

C 8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCING PER STRUCTURAL DRAWINGS. PAINT EXTERIOR SIDE OF CMU TOMATCH ADJACENT EXISTING CMU, COLOR EQUAL TO SW TOWNHOUSE TAN SW2186. PROVIDE NEW 2 1/2" GALVANIZED METAL STUDSAT 16" O.C. WITH 3 1/2" MINERAL FIBER INSULATION IN STUD CAVITY (BRACE AT 3RD POINTS) AND ONE LAYER 5/8" MOISTURERESISTANT TYPE "X" GYPSUM WALLBOARD. HOLD STUD OFF EXISTING CMU 1". STUD PARTITION TO EXTEND TO DECK ABOVE. SEALALL PENETRATIONS THRU WALL AND WALL PERIMETER.

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AREA TOREMAIN

NEW WORKAREA

EXISTINGAREA TOREMAIN

EEXISTING STAIR TOREMAIN

EXISTING FIRE RATEDOORS AND

FRAMES TO REMAIN

EXISTING METALSTAIR LANDINGCOLUMN TO REMAIN

ALL EXISTING INTERIOR CONCRETECOLUMNS TO REMAIN, TYPICAL

SLOPE SLOPE

EXISTING FLOOR PLAN NOTES1. CONTRACTOR TO VERIFY EXISTING CONDITIONS PRIOR TO BEGINNINGDEMOLITION OR NEW CONSTRUCTION.

2. CONTRACTOR TO COORDINATE ALL NEW WORK, POWER AND WATEROUTAGES WITH BASE CE AND BUILDING POC PRIOR TO START OFCONSTRUCTION.

3. ALL EXISTING STUD FURRING AROUND EXTERIOR CMU PERIMETERWALLS TO REMAIN AND BE REUSED. INSPECT AND CONFIRM EXISTINGSTUDS WILL ACCOMODATE NEW ELECTRICAL WORK. CONFIRM DEPTH OFSTUD FURRING TO BE MININUM 2 1/2" OR GREATER OR REPLACE WITHNEW 2 1/2" GALVANIZED METAL STUD FRAMING.

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WALLS ALONG PERIMETER OFDEMO AREA TO HAVE NEW STUDSAND FINISH ON INTERIOR SIDE.PREP WALL TO RECEIVE NEWSTUDS, GYPSUM BOARD FINISHAND BATT INSULATION (U.N.O)

REMOVE EXISTING DOORAND FRAME AND PREPAREOPENING TO RECEIVE NEWWALL INFILL

REMOVE EXISTING DOORAND FRAME AND PREPAREOPENING TO RECEIVE NEWDOOR AND FRAME

REMOVE CONCRETERAMP AND PREP AREATO RECEIVE NEWRAMP AND HANDRAILS

EXISTING STAIR ANDSUPPORT TO REMAIN

EXISTING FIRERATED DOORS

AND FRAMESTO REMAIN

WHEN REMOVING INTERIOR FINISHES AROUNDWINDOWS, DO NOT DAMAGE EXISTINGWINDOWS, TYPICAL ALL WINDOWS. ANYDAMAGE WILL REQUIRE WINDOW TO BEREPAIRED OR REPLACED.

E

E

E

E

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REMOVE EXISTINGWINDOW, FRAME AND SILLAND PREPARE OPENING TORECEIVE NEW PARTIALWALL INFILL

REMOVE EXISTINGSIDEWALK TO EXTENTOF NEW RAMPLOCATION ONLY

NEW FINISH ON ONE SIDE ONLY.WALL STRUCTURE TO REMAIN.PREP WALL TO RECEIVE NEWFURRING AND GYPSUM BOARDFINISH

EXISTING LAUNDRY ROOM FLOORING TO BEREMOVED. PREPARE FLOOR AREA TORECEIVE NEW FLOORING.

WHEN REMOVING INTERIOR FINISHESAROUND WINDOWS, DO NOT DAMAGEEXISTING WINDOWS, TYPICAL ALLWINDOWS. ANY DAMAGE WILL REQUIREWINDOW TO BE REPAIRED OR REPLACED.

DEMO FLOOR SLAB FOR ROUTING OFELECTRICAL AND COMM TO NEWCONFERENCE ROOM TABLE.COORDINATE WITH LOCATION OFNEW TABLE PRIOR TO DEMO.

FIEL

D VE

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9'-0"

FIELD VERIFY1'-6"

FIELD VERIFY

4'-4"

SAW CUT EXISTINGSLAB TOACCOMODATE NEWPLUMBING ANDFIXTURES, SEE P-102

REMOVE EXISTING WINDOWSILLS AND PREPARE WALLTO RECEIVE NEW SILLS,TYPICAL ALL SILLS.

2'-6"

7'-0"

1'-6"

DEMO FLOOR SLAB FOR ROUTINGOF PLUMBING CONDENSATE DRAIN

PREP WALLS IN JANITORSROOM 102 TO RECEIVE NEWPAINT, SEE INTERIOR FINISHSCHEDULE

REMOVE EXISTING WINDOWSILLS AND PREPARE WALLTO RECEIVE NEW SILLS,TYPICAL ALL SILLS.

EXISTING DOOR TO REMAIN

REMOVE EXISTING DOOR, FRAMEAND HARDWARE

REMOVE EXISTING WALLCONSTRUCTION (AS INDICATED WITHDASHED LINES)

EXISTING WALL CONSTRUCTION TOREMAIN (AS INDICATED WITH LIGHTSOLID LINES)

GRAPHIC LEGEND

REMOVE EXISTING SINK, VANITY,CABINET AND ASSOCIATED PLUMBING,SEE PLUMBING DRAWINGS

REMOVE EXISTING TOILET ANDASSOCIATED PLUMBING, SEEPLUMBING DRAWINGS

REMOVE EXISTING SHOWERSTALLS, CONCRETE PLATFORMAND ASSOCIATED PLUMBING, SEEPLUMBING DRAWINGS

E

1. THE GOVERNMENT WILL REMOVE EQUIPMENT AND FURNISHINGS PRIOR TO THE BUILDING DEMOLITION.

2. REFER TO ELECTRICAL, PLUMBING AND MECHANICAL DRAWINGS FOR ADDITIONAL DEMOLITIONREQUIREMENTS.

3. PATCH AND REPAIR FLOOR AT DEMOLISHED WALL LOCATIONS. ALL CONCRETE FLOOR SHALL BE FLUSHAND LEVEL TO RECEIVE NEW FLOOR FINISH.

4. DEMOLISH AND REMOVE ALL CEILING SYSTEMS AND PREPARE AREA TO RECEIVE NEW SUSPENDEDCEILING.

5. REMOVE ALL WALL SYSTEMS INDICATED IN THEIR ENTIRETY. WALLS AT PERIMETER OF DEMO AREA TOREMAIN. PREP EXISTING STUD WALLS FOR NEW GYPSUM BOARD FINISH AT PERIMETER.

6. REMOVE ALL FIXTURES, ACCESSORIES AND FLOOR TILE IN DORM UNITS IN THEIR ENTIRETY. SEEPLUMBING AND ELECTRICAL DRAWINGS FOR EXTENTS OF DEMOLITION .

7. ALL EXISTING FLOOR FINISHES SHALL BE REMOVED. PREP ALL FLOORS TO RECEIVED NEW FLOOR FINISH.

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E

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A

3

A-4011

102 103

104B 105

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106B

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3

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444

4

4

2

2

6

6

A

A

A

1 TYP.

1

1

A

E

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EWC

112

UNISEXTOILET

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33

44

109

3

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11

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CELL PHONE LOCKER,(QTY 30) BASIS OFDESIGN - SALSBURY19000 SERIESEXISITING

SINK TOREMAIN

A-401 4

STORAGE

STORAGE STORAGE STORAGE

STORAGESTORAGESTORAGE

AEXISTINGWINDOWS WITHOPAQUE FILM

1

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I-120 1

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102

103 104

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107109110

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9

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8

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A SIM.

PROVIDEBLOCKING FORMOUNT

A AA

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GRAPHIC LEGENDROOM NAME / NUMBERDESIGNATION101

ROOM NAME

DOOR NUMBER

WINDOW TYPE

WALL TYPE

101

SEMI RECESSED FIRE EXTINGUISHERCABINET WITH CLASS 4A:808:C FIREEXTINGUISHER

FECNEW WALL CONSTRUCTION, SEE WALLCONSTRUCTION LEGEND, SHEET A-002

EXISTING WALL

EWC ELECTRIC WATER COOLER,SEE PLUMBING DRAWINGS

EXISTING DOOR TO REMAIN

#

E

SF1

CM COFFEE MAKER, GF/GI FM FLAT SCREEN MONITOR, GF/GI

CLASS 4A:808:C FIRE EXTINGUISHERFE

SIGNAGE MARKSEE I-120 FOR INFORMATION101

GENERAL NOTES1. SEE SHEET A-002 FOR WALL CONSTRUCTION LEGEND.

2. ALL FURNITURE SHOWN IS FOR REFERENCE ONLY, GF/GI.

3. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30'-0" OC MAX.

4. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV BRACKETS, TOILET ACCESSORIES,AND OTHER WALL MOUNTED ITEMS.

5. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL AT A HEIGHT OFAPPROXIMATELY 48”. COMPONENTS IN OR ON THE WALL ABOVE OR BELOW THIS PLANE MAYNOT BE IDENTIFIED IN THIS PLAN VIEW. SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALL WALLCOMPONENTS AND OPENINGS.

6. ALL EXISTING WINDOWS TO REMAIN IN RENOVATED AREA TO RECEIVE NEW SOLID SURFACEWINDOW SILLS.

7. CONTRACTOR TO PROVIDE BLACK OUT WINDOW BLINDS FOR ALL WINDOWS, SEE INTERIORDRAWINGS.

8. PATCH AND REPAIR ALL FLOOR SLABS FOR UNDER FLOOR SLAB UTILITIES TO MATCHEXISTING ADJACENT CONCRETE, INCLUDING VAPOR BARRIER. PREP FOR NEW FLOOR FINISH.

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109MECHANICAL

107UNISEXTOILET

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ELEV.EQUIP.

4'-6"

12'-1" 14'-0" 39'-3"

1'-3" 12'-2" 11'-4" 30'-0" 2'-7" 10'-1"

2'-7"

10'-4

"

A-4011

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A-4012

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4" T

YP.

4"

1'-4 1/2"ALIGN EDGE OF STUDWITH EDGE OFEXITING COLUMN, TYP.

4'-8"

15'-8

"4'-

5 3/4"

6'-8"

8'-5"

5'-7"

A-401

6

14'-2 3/8"

1/2"

5 7/8"

5 3/8"

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FIRS

T FL

OOR

DIME

NSIO

N PL

AN

TW

TW

1/4" = 1'-0"A-111

1 FIRST FLOOR DIMENSION PLANNORTHPLAN

NORTH

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

09/06/17

1. PROVIDE ACCESS PANELS IN GYPSUM BOARDCEILING AT LOCATIONS REQUIRING MAINTENANCEACCESS TO PLUMBING, MECHANICAL, ANDELECTRICAL COMPONENTS.

2. PROVIDE 2X4 ACOUSTICAL CEILING TILES IN ROOMSWHERE LAYOUT DOES NOT PERMIT AT LEAST A HALF2X2 TILE.

3. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURESAND MECHANICAL VENTS SHALL BE CENTEREDWITHIN CEILING TILES UNLESS NOTED OTHERWISE.

4. FEILD VERIFY ALL EXSITING ABOVE CEILINGCONDITIONS TO REMAIN AND CORRDINATE NEWABOVE CEILING

REFLECTEDCEILING NOTES

GRAPHIC LEGEND

2' X 2' SUSPENDED ACOUSTICALTILE LAY-IN CEILING WITH GRID

LIGHTING FIXTURE, SEEELECTRICAL DRAWINGS

CEILING FIXTURE, SEEELECTRICAL DRAWINGS

CEILING DIFFUSER, SEEMECHANICAL DRAWINGS

SUPPLY AIR GRILLE, SEEMECHANICAL DRAWINGS

EXIT LIGHT, SEE ELECTRICALAND LIFE SAFETY DRAWINGSFOR DIRECTIONAL INFORMATION

CEILING EXHAUST, SEEMECHANICAL DRAWINGS

CEILING HEIGHT

ROOM NUMBER DESIGNATION

1

2

3

SUSPENDED GYPSUM BOARDCEILING (PAINTED)

OPEN TO STRUCTURE ABOVE(PAINTED) 101

8'-0"

CEILING MOUNTED ACCESS PANEL,COORDINATE SIZE AND LOCATIONW/ MECHANICAL DRAWINGS

FFIRE ALARM/MASS NOTIFICATIONFLUSH CEILING MOUNTEDSPEAKER/STROBE, SEE FIRE ALARMDRAWINGS

CEILING MOUNTED OCCUPANCYSENSOR

EMERGENCY LIGHTING FIXTURE,SEE ELECTRICAL DRAWINGSRH

NEWWORKAREA


NEWWORKAREA


8'-0"8'-0" 8'-0"

7'-8"

8'-0"

106

105103 104

101

111

112

102

110 109

107

1

1

1 1 1

3

3

EXISTING CEILINGIN LOBBY ANDSTAIRS TO REMAIN

8'-0"1

8'-0"

8'-0"

2

2

8'-0" 1

8'-8"8'-8"3

A-602 8'-8" 8'-8" 8'-8"

8'-0"7'-6"

3

A-602

SIM.

8'-8"8'-8"

F

F

F

F

FFF

F

F

RH RHRH RH RHRH

RH RH

8'-8"

I A

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FTEV 16-1183


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REFL

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D CE

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G PL

AN

TW

RR

NORTHPLAN

NORTH

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"A-150

2 FIRST FLOOR REFLECTED CEILING PLAN

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

09/06/17

8

A

B

111

AC

AC

UNISEXTOILET

111

UNISEXTOILET

112

6

4

5

112

6

6

6

5

22

D

A

B

E

F

G

H

H

A

B

D

E

FG

C

C

7

B

8'-5"

6'-7"

1'-3" 6'-7" 5'-7"

8"

34" M

AX.

29" M

IN.

27" M

IN.

6" MAX.

9" M

IN.

48" M

AX.

35"

18"

B

E A B

D

D

19" M

IN.

H

PTD

8" MIN.

36" MIN. MAX.6"

17"

17"-1

9"

17" MIN.

48" M

AX

9" M

IN.

G

PTDWR

CLEAR KNEESPACE

36" MIN. MAX.6"

35"

A

CD

29 1/

2"

MAX.

12" 42" MIN.

17"-1

9"

54" MIN.

B

TTD @ ADA STALL - CENTERLINEOF UNIT EVEN WITH FRONTEDGE OF WATER CLOSET

STANDARD STALL ADA STALL

C

12"

29 1

/2"

ADA STALL

GRAPHIC LEGEND

ROOM NAME / NUMBERDESIGNATION101

ROOM NAME

AC ACCESSIBLE RADIUS

HR PREFINISHED ALUMINUMANODIZED FINISH HANDRAIL

1

C

B

RAMPDOWN

7'-0"

FIEL

D VE

RIFY

4'-10

" +/-

1'-0"1'-0"

HR

EXISTING COLUMNTO REMAIN

5'-0"

0"

HR

6'-11

1/2" -1/2"

LANDING

5A-601

1

A

A

1

36" M

IN.

FIEL

D VE

RIFY

5'-4"

101

PLACE NEW HANDRAIL ASCLOSE TO EXISTING COLUMNAS POSSIBLE TO PROVIDEMINIMUM ADA CLEARANCES

1'-0"

A-401

6

EXISTING LANDING +/- 7" FORMFINISHED FLOOR ELEVATION.CONTRACTOR TO FIELD VERIFYPRIOR TO CONSTRUCTION OFRAMP.

CONTRACTOR TO VERIFY 60" MIN.EXISTING CONCRETE LANDING ISPROVIDED OR PROVIDE NEWCONCRETE LANDING.

A-4017

2'-6"

1'-6"

3'-0"

7'-0"

3/4" PANEL SHELF W/PLASTIC LAMINATE FINISHON ADJUSTABLE SHELFSTANDARDS, SEE I-120

SOLID SURFACECOUNTERTOP WITHBACKSPLASH ANDSURROUND, SEE INTERIORS.

3/4" PANEL WITH PLASTICLAMINATE FINISH, SEEINTERIORS, I-120

4"4"

COFFEE MAKER, GF/GI

FIELD VERIFY

5'-0"5

A-401

2'-6" 2'-6"

3/4" PANEL SHELF W/PLASTIC LAMINATE FINISHON ADJUSTABLE SHELFSTANDARDS, SEE I-120


3"

2'-6"

1'-8"

3'-0"

1/2" PANEL WITH CABINET LINER

1/2" THICK SOLID SURFACECOUNTERTOP AND BACKSPLASHSEE INTERIORS, I-120

1/2" PANEL WITH CABINET LINER

WALL BASE, SEE FINISH SCHEDULE

PT 1X WOOD FRAMING TOSUPPORT COUNTERTOP

1/2"

2"6"2'-

0"4"

4"

SEALANT

WIRE PULL, TYP.

1'-2"

2'-0"

3/4" PANEL SHELF W/ PLASTICLAMINATE FINISH ON ADJUSTABLESHELF STANDARDS, SEE I-120


3/4" PANEL WITH PLASTIC LAMINATEFINISH, SEE INTERIORS, I-120

3/4" PANEL SHELF W/ PLASTICLAMINATE FINISH ON ADJUSTABLESHELF STANDARDS, SEE I-120

FIRST FLOORPLAN

0"

2'-10

"

1'-0"

1/2"

1" / 1'-0"

-7 1/2" +/-FIELD VERIFY

1'-0"

EQUAL EQUAL

PREFINISHED ALUMINUMANODIZED FINISH HANDRAIL

PREFINISHEDALUMINUM ANODIZEDFINISH POSTS

5'-0" MIN. LANDING 5'-0" LANDING7'-0"

EXISTING COLUMNTO REMAIN

BASE FLANGE FASTENED INTOCONCRETE WITH 1/2" STAINLESSSTEEL EXPANSION ANCHORS

1 1/2"

PREFINISHED ALUMINUM ANODIZEDFINISH HANDRAIL

EXISTING COLUMN TO REMAIN

EDGE OF EXISTING WALL

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FTEV 16-1183


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ENLA

RGED

PLA

NS &

INTE

RIOR

ELE

VATI

ONS

TW

RR

1/4" = 1'-0"A-401

1 ENLARGED RESTROOM PLAN

NORTHPLAN

NORTH

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

ACCESSORY SCHEDULEMARK ITEM/DESCRIPTION ABBREV. MFR. (BASIS OF DESIGN) MODEL (BASIS OF DESIGN)

A GRAB BAR (36") GB1 BOBRICK B-5806 x 36B GRAB BAR (42") GB2 BOBRICK B-5806-42C DOUBLE ROLL TOILET TISSUE DISPENSER TTD BOBRICK B-274D SANITARY NAPKIN DISPOSAL SND BOBRICK B-254E WARDROBE HOOK WH BOBRICK B-212, QTY 2 HOOOKS MOUNT AT 44" AND 60" A.F.F.F WALL MOUNTED SOAP DISPENSER SD BOBRICK B-5050G 24" X 36" MIRROR (ADA) M1 BOBRICK B-165 24 X 36H PAPER TOWEL/WASTE RECEPTACLE - SEMI RECESSED PTDWR BOBRICK B-3942

3/8" = 1'-0"A-401

3 TYPICAL MOUNTING HEIGHTS 1/4" = 1'-0"A-401

2 ENLARGED EXTERIOR LANDING AND RAMPNORTHPLAN

NORTH

3/4" = 1'-0"A-401

4 CASEWORK ELEVATION

SCALE: 3/4" = 1'-0"

0 8" 1'-4" 2'-8"

3/4" = 1'-0"A-401

5 CASEWORK SECTION

SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"

3/4" = 1'-0"A-401

6 HANDRAIL ELEVATION

3/4" = 1'-0"A-401

7 HANDRAIL AT EXTERIOR RAMP AND EXISTING COLUMN

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

09/06/17

EXTERIOR

HM DOOR(A)

HOLLOW METAL(HM) FRAME

(1)

SEE SCHED

SEE

SCHE

D

2" 2"

2"

HOLLOW METAL (HM)FRAME AND SIDELIGHT

(2)

SEE SCHED

SEE

SCHE

D

2" 2"

4"

DOOR FRAME ELEVATIONS

INTERIOR

SEE

SCHE

D

SEE SCHED

SOLID COREWOOD(WD) DOOR

(B)

NOTE: SEE SCHEDULE FORGLAZING AND LOUVER OPENINGSDOOR ELEVATIONS GLAZING LEGEND

TG - 1/4" TEMPERED GLASS (CLEAR)

NOT USED(C)

4'-8"SEE

SCHE

D

SEE SCHED

SOLID CORE WOOD(WD)DOOR (LOUVERED)

(E)

10" M

IN.

2'-0"

2'-4"

SEE SCHED

SEE

SCHE

D

6"

TG

FULL PANEL (ASSCHEDULED)

SOLID COREWOOD(WD) DOOR

(D)

6"

SEE SCHED

SEE

SCHE

D

6"

TG

VISION PANEL(AS SCHEDULED)

6"

TG

TG

8"

2'-6"

FIRST FLOORPLAN

0"

FIELD VERIFY

4'-7 1/4"

7'-4"

2"EQ

.2"

4

A-602

5

A-602

7

A-602

6"

6"

VISIONPANEL

TG

TG

TG

EQ.

4"

3'-0"

3'-3" 1'-4 1/4"

2" TYPICAL

6

A-602

2'-6"

8"

6"6'-

0"6"

6" 2'-0" 6"

3" 1'-6" 3"

EQUA

LEQ

UAL

SQUADRONNAME

5'-0"

SOLID CORE WOOD DOOR WITH FULLGLAZING, SEE DOOR SCHEDULE

DOOR GLAZING, TG

SQUADRON LOGO TRANSFER,PROVIDED BY CONTRACTORVERIFY SIZE AND LOCATION OFLOGO AND COORDINATEINSTALLATION WITH CONTRACTINGOFFICER

SQUADRON NAME, PROVIDEDBY CONTRACTING OFFICER.VERIFY NAME, SIZE, FONT ANDLOCATION

HOLLOW METAL FRAME ASSCHEDULED

NOTE: ALL DOOR TRANSFERS TOBE PROVIDED AND INSTALLED BYCONTRACTOR. CONTRACTOR TOVERIFY SIZE, TYPE AND LOCATIONWITH CONTRACTING OFFICERPRIOR TO CONSTRUCTION.

HARDWARE SET 1 - DOOR 101; EXIT, EXTERIOR

3 EA HINGES, NRP A5112 6301 EA EXIT DEVICE TYPE 6, F011 EA CLOSER C02021 6891 SET WEATHERSTRIPPING MANUFACTURER'S STANDARD

HARDWARE SET 2 - DOOR 102; JANITOR CLOSET

3 EA HINGES A8112 6261 EA LOCKSET F412 EA LEVER HANDLES 6261 EA FLOOR STOP L021411 SET SILENCERS L030111 SET KICKPLATE 10"X34" J102 630

HARDWARE SET 3 - DOOR 103, 104A, 110

3 EA HINGES A8112 6261 EA LOCKSET F412 EA LEVER HANDLES 6261 EA FLOOR STOP L021411 EA CLOSER C02021 6891 SET SILENCERS L030111 SET KICKPLATE 10"X34" J102 630

HARDWARE SET 4 - DOOR 104B, 105

3 EA HINGES A8112 6261 EA LOCKSET F412 EA LEVER HANDLES 6261 EA FLOOR STOP L021411 SET SILENCERS L030111 SET KICKPLATE 10"X34" J102 630

HARDWARE SCHEDULEHARDWARE SET 5 - DOOR 106B

3 EA HINGES A8112 6261 EA LOCKSET F411 EA EXIT DEVICE TYPE 3, F09 6301 EA LEVER HANDLE 6261 EA FLOOR STOP L021411 EA CLOSER C02021 6891 SET SILENCERS L03011 6261 SET KICKPLATE 10"X34" J102 630

HARDWARE SET 6 - DOOR 107

3 EA HINGES A8112 6261 EA LOCKSET F872 EA LEVER HANDLES 6261 EA FLOOR STOP L021411 EA CLOSER C02021 6891 SET SILENCERS L030111 SET KICKPLATE 10"X34" J102 630

HARDWARE SET 7 - DOOR 109

3 EA HINGES A8111, NRP 6261 EA LOCKSET F902 EA LEVER HANDLES 6261 EA FLOOR STOP L021411 SET SOUND GASKET 6261 EA DOOR BOTTOM ROY3461 SET KICKPLATE 10"X34" J102 630

HARDWARE SET 8 - DOOR 111, 112 - TOILET ROOM

3 EA HINGES A8112 6261 EA LOCKSET F372 EA LEVER HANDLES 6261 EA WALL STOP L022511 EA CLOSER C02021 6891 SET KICKPLATE 10"X34" J102 630

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DOOR

SCH

EDUL

E, E

LEVA

TION

S AN

D DE

TAIL

S

TW

RR

DOOR SCHEDULEDOOR FRAME

STCRATING

HARDWARE

COMMENTSMARK

SIZE

MAT ELEV GLAZING

LOUVER

MAT ELEV

DETAIL

SET NO

KEYSIDEROOM

NUMBERWD HT THK WD HT HEAD JAMB SILL101 3'-0" 7'-2" HM A NARROW HM 5/A-601 1/A-601 2/A-601 3&4/A-601 1 EXT SEE STRUCTURAL FOR BLAST REQUIREMENTS102 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 2 101103 3'-0" 7'-0" 1 3/4" WD D FULL HM 2 1/A-602 2/A-602 - 3 101

104A 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 3 101104B 3'-0" 7'-0" 1 3/4" WD B FULL HM 1 1/A-602 2/A-602 - 4 103105 3'-0" 7'-0" 1 3/4" WD B NARROW HM 1 1/A-602 2/A-602 - 4 104

106B 3'-0" 7'-0" 1 3/4" WD D FULL HM 1 1/A-602 2/A-602 - 5 101107 3'-0" 7'-0" 1 3/4" WD E - 2'-4" 2'-0" HM 1 1/A-602 2/A-602 - 6 106109 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 35 7 101110 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 3 101111 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 8 101112 3'-0" 7'-0" 1 3/4" WD B - HM 1 1/A-602 2/A-602 - 8 101

3/4" = 1'-0"A-601

5 HOLLOW METAL DOOR AND FRAME ELEVATION

SCALE: 3" = 1'-0"

0 2" 4" 8"

SCALE: 3/4" = 1'-0"

0 8" 1'-4" 2'-8"

3/4" = 1'-0"A-601

6 WOOD DOOR WITH SQUADRON LOGO

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

09/06/17

ACOUSTICAL TRANSITIONTRIM, BASIS OF DESIGN ,ARMSTRONG AXIOM 8"TRANSITION

ACOUSTICALCEILING TILE

8'-8"

ACOUSTICALCEILING TILE

6"

8'-0"

EXISTING CONCRETEBEAM AND FLOORABOVE TO REMAIN

PROVIDE NEW 2 1/2"GALVANIZED METALSTUDS @ 16" O.C.

EXISTING ALUMINUMWINDOW SYSTEM TOREMAIN

PROVIDE NEW 5/8"GYPSUM WALLBOARDON EXISTING METALSTUDS

2" HOLLOW METAL DOORFRAME, PAINT

DOOR AS SCHEDULED

GYPSUM WALL BOARD ONGALVANIZED METAL STUDFRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ONSHEET A-002 FOR SPECIFIC STUDAND GYPSUM BOARDREQUIREMENTS

CONTINUOUS SEALANT,TYP.

INSULATION AS SCHEDULED

16 GA GALVANIZED STEEL STUDHEADER (DOUBLE STUDS AT JAMBS)

2"DOOR AS SCHEDULED

JAMB ANCHORS, 3PER SIDE (MIN.)

HOLLOW METALDOOR FRAME, PAINT

CONTINUOUS SEALANT, TYP.

GYPSUM WALL BOARD ON GALVANIZEDMETAL STUD FRAMING, SEE WALL TYPE/ CONSTRUCTION LEGEND ON SHEETA-002 FOR SPECIFIC STUD AND GYPSUMBOARD REQUIREMENTS

GALVANIZED METAL DOUBLE STUD @ JAMB

INSULATION AS SCHEDULED

EXISTING WALL TO REMAIN

PREPARE EXISTING OPENING TORECEIVE NEW HOLLOW METAL DOORAND WINDOW FRAME

2 1/2" GALVANIZED METALSTUD FRAMING

5/8" GYPSUM WALLBOARD

SEALANT

BACKER ROD AND SEALANT,BOTH SIDES

SHIM AS REQUIRED

HOLLOW METAL DOOR AND WINDOWFRAME

7 5/8"

EXISTING WALL TO REMAIN

PROVIDE NEW 5/8" GYPSUM WALLBOARD

2 1/2" GALVANIZED METAL STUDFRAMING

EXTERIORHOLLOW METAL

DOOR AND FRAME

BACKER ROD ANDSEALANT, BOTH SIDES

SHIM AS REQUIREDSEALANT

PREPARE EXISTINGOPENING TO

RECEIVE NEWHOLLOW METAL

DOOR AND WINDOWSYSTEM

1"4 1

/8"

NEW CONCRETELANDING, SEESTRUCTURAL

HOLLOW METAL WINDOWSYSTEM

BACKER ROD ANDSEALANT

SHIM AS REQUIRED

PREFINIHSED METAL SILLFLASHING, TURN UP BEHINDFRAME AND SIDES OF FRAME ANDSEAL INSIDE CORNERS, ,SET INFULL BED OF SEALANT

PREPARE EXISTINGOPENING TO RECEIVE

NEW DOOR ANDWINDOW SYSTEM

WALL BEYOND

1/2"

EXISTING CONCRETESLAB TO REMAIN

BACKER ROD AND SEALANT

DOOR AS SCHEDULED

THRESHOLD, SET INCONTINUOUS BED OF MASTIC

HOLLOW METAL FRAME ASSCHEDULED, BEYOND, PAINTED

FLOOR FINISH AS SCHEDULED,SEE SHEET I-120

EXISTING CONCRETE SLAB

THRESHOLD STOP STRIPW/ NEOPRENE GASKET,

SET IN SEALANT

6"

1/4"

1/4" M

AX.

SEALANT

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DESIGNED BY:

DATE:

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FTEV 16-1183


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6 September 2017

DOOR

AND

WIN

DOW

DET

AILS

TW

TW

3" = 1'-0"A-602

3 WINDOW HEAD/CEILING DETAIL

3" = 1'-0"A-602

1 INTERIOR DOOR HEAD DETAIL

3" = 1'-0"A-602

2 INTEROR DOOR JAMB DETAIL

SCALE: 3" = 1'-0"

0 2" 4" 8"

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

09/06/17

3" = 1'-0"A-602

4 HOLLOW METAL HEAD DETAIL

3" = 1'-0"A-602

5 HOLLOW METAL JAMB DETAIL 3" = 1'-0"A-602

7 HOLLOW METAL SILL DETAIL

3" = 1'-0"A-602

6 HOLLOW METAL DOOR THRESHOLD DETAIL

FINISH SCHEDULE REMARKS1. CABINET COUNTERTOP TO BE SOLID SURFACE. CABINET BASE TO BE PLASTIC LAMINATE WITH PVC MATCHING

EDGE BANDING AT EXPOSED EDGES. INSIDE OF CABINET SHALL BE WHITE.2. LVT- LUXURY VINYL TILE, TO BE INSTALLED WITH LENGTH OF PLANKS RUNNING PARALLEL TO SIDE WALLS OF

CORRIDOR. INSTALL PLANKS IN A STAGGERED LINEAR PATTERN.3. INSTALL MODULAR CARPET TILES, MCT1, IN MONOLITHIC PATTERN.4. APPLY FRP1 ON SOUTH, WEST AND NORTH WALLS ADJACENT TO MOP SINK TO HEIGHT OF 48". PROVIDE END, TOP

AND CORNER TRIM.

1. ALL FINISHES LISTED HERE ARE BASED ON "PLAN NORTH" AS INDICATED ON FLOOR PLANS.2. REFER TO REFLECTED CEILING PLAN SHEET(S) A-150 FOR CEILING HEIGHTS.3. REFER TO SHEET I-120 FOR EXTENT OF FLOOR FINISHES.4. LOBBY #100 IS EXISTING SPACE WITH NO NEW WORK.5. ALL INTERIOR HOLLOW METAL DOOR FRAMES SHALL BE PAINTED PT1, SEMI-GLOSS FINISH.6. ALL ELECTRICAL SWITCHES, RECEPTACLES, VOICE AND DATA PLATES SHALL BE COLOR: BEIGE7. ALL PLUMBING FIXTURES SHALL BE WHITE.8. INSTALL PA3, MCT AND LVT FLOOR FINISH MATERIAL WITH SCHLUTER SYSTEM (OR EQUAL) METAL EDGE TRIM AT

JUNCTURE OF DISSIMILAR MATERIALS; I.E. PORCELAIN PAVER AND LUXURY VINYL TILE.9. ALL EXPOSED STRUCTURE SHALL BE PAINTED PT3.10. CORNER GUARDS SHALL EXTEND FROM TOP OF WALL BASE TO CEILING. PROVIDE CORNER GUARDS AT ALL

OUTSIDE CORNERS IN CORRIDOR 101.

NOTE:FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY PATTERN, TEXTURE AND SALIENTCHARACTERISTICS ONLY. LISTING OF MANUFACTURER INFORMATION IS NOT INTENDED TO LIMIT THESELECTION OF PRODUCTS PROVIDED BY ANOTHER MANUFACTURER.

ROOM FINISH / COLOR SCHEDULE KEYACT - ACOUSTICAL CEILING TILECBB - CEMENTITIOUS BACKERBOARDCG - CORNER GUARDCMU - CONCRETE MASONRY UNITCR - CHAIR RAILEX - EXISTING CONSTRUCTIONEXP - EXPOSED STRUCTUREFWC - FABRIC WALLCOVERINGGR - GROUTGWB - GYPSUM WALLBOARDIS - INTERIOR SIGNAGELVT - LUXURY VINYL TILE

MCT - MODULAR CARPET TILEMRGWB - MOISTURE RESISTANT GYPSUM WALLBOARDPA - PORCELAIN PAVER TILEPAB - PORCELAIN BASEPL- PLASTIC LAMINATEPT - PAINTRM - RESILIENT MATERIALSC - SEALED CONCRETESS - SOLID SURFACEWD - WOODWM - WALK - OFF MAT

ROOM FINISH / COLOR SCHEDULE KEYACT - ACOUSTICAL CEILING TILE1 - ARMSTRONG; FINE FISSURED NRC, 24" X 24" X 3/4"; WHITE,

PRELUDE 15/16" GRID; WHITE

CBB - CEMENTITIOUS BACKER BOARD

CG - CORNER GUARD1 - INPRO CORPORATION HIGH IMPACT SURFACE MOUNT

COLOR: 513 KHAKI BROWN

CR - CHAIR RAIL1 - 1x4 WOOD TRIM, STAIN TO MATCH LVT1

EX - EXISTING CONSTRUCTION

EXP - EXPOSED STRUCTURE

FRP - FIBER REINFORCED PANELS1 - KEMLITE FIRE-X GLASBORD - EMBOSSED CLASS A WALL

PANELS (MOISTURE RESISTANT FINISH) COLOR: #85 WHITE

GR - GROUT1 - CUSTOM BUILDING PRODUCTS #11 SNOW WHITE,

USE WITH WALL TILE PA1, PA2 & PAB12 - CUSTOM BUILDING PRODUCTS #145 LIGHT SMOKE,

USE WITH FLOOR TILE PA3

GWB - GYPSUM WALL BOARD

HB - HORIZONTAL BLINDS1 - LEVELOR MARK I, 1" COLOR: #148 VANILLA

IS - INTERIOR SIGNAGE 2/90 SIGN SYSTEM OR EQUAL: SLIDE THIN RAIL

TYPOGRAPHY:HELVETICA, COLOR: BLACKINSERT COLOR: 786 SANDSTONETRIM: BLACK

LVT - LUXURY VINYL TILE1 - TANDUS CENTIVA HERITAGE PLANK, HONEY OAK #EHP3354RU,

SB EDGE, 6" X 36" PLANKS, VERTICAL ASHLAR INSTALLATION

MCT - MODULAR CARPET TILE1 - TANDUS CENTIVA, CRAYON, STYLE: #01957 COLOR: 48010

PRECIOUS METAL, 24"x24" TILE, MONOLITHIC INSTALLATION

MTR - METAL TRIM1 - SCHLUTER METAL TRIM, TRANSITIONS, ETC.

CLEAR ANODIZED FINISH

MRGWB - MOISTURE RESISTANT GYPSUM WALL BOARD

PA - PORCELAIN TILE1 - WALL TILE: AMERICAN OLEAN, MATTE SERIES

COLOR: #0095 SNOW MIST, 4 1/4"x4 1/4"2 - WALL ACCENT BAND: AMERICAN OLEAN, BRITE SERIES

COLOR: #0012 GLOSS ALMOND 4 1/4"x4 1/4"3 - FLOOR TILE: AMERICAN OLEAN, UNGLAZED PORCELAIN

COLORBODY MOSAICS, COLOR: #A89 COCOA, 2"x2"

PAB - PORCELAIN TILE BASE1 - AMERICAN OLEAN, MATTE SERIES COVE BASE

COLOR: #0095 SNOW MIST, 4 1/4"x4 1/4"

PL - PLASTIC LAMINATE1 - NEVAMAR BASIC S2110T

PT - PAINT1 - SHERWIN WILLIAMS: SW 6141 SOFTER TAN; SEMI-GLOSS FINISH2 - SHERWIN WILLIAMS: SW 6140 MODERNE WHITE; EGGSHELLFINISH3 - SHERWIN WILLIAMS: SW 70004 SNOWBOUND; EGG-SHELL FINISH

RM - RESILIENT MATERIAL1 - JOHNSONITE ECOLIBRIUM BIO-BASED COVE BASE:

COLOR: ER-09 CLAY, 4" HIGH BASE

SC - SEALED CONCRETE1 - WHITE'S CLEAR HARDENER/SEALER

SF - STOREFRONT

SS - SOLID SURFACE1 - LIVINGSTONE #L711 SAND DOLLAR

TBD - TO BE DETERMINED NEXT SUBMITTAL

WD - WOOD DOORS1 - TO MATCH VT WOOD DOORS, SPECIES: BIRCH, FINISH: RAVINE

GENERAL NOTES

PA2 ACCENT

PA1 FIELD TILE

PAB1 COVE BASE

4"4'-

8"1'-

0"2'-

0"

8'-0"

PROVIDE ADA COMPLIANTSCHLUTER RENO-U ORRENO-V OR EQUAL METALTRANSITION STRIP BETWEENTILE AND CARPET

3/8" PORCELAIN TILE

MEDIUM MORTAR TILESETTING BED MODULAR CARPET TILE

1/2"

5'-0"

MAX

9" MIN

1234

REPLACEABLE PRINTEDDESCRIPTION

201

USE FOR OFFICES AND ROOMS. SIGNS WILLHAVE ROOM NUMBERS, BRAILLE, AND THREECHANGEABLE MESSAGE SLOTS.

9"

9"

1 1/2" TACTILE ROOM NUMBERWITH GRADE 2 BRAILLE

3"3"

3"

END CAPS

WINDOW WITH PRINTEDPAPER INSERT

USE FOR TOILET ROOMS. SIGNS WILL HAVESYMBOLS, ROOM NAME AND BRAILLE.

RESTROOM

9"

9"3"

PICTOGRAMS FOR MAN,WOMAN, ACCESSIBILITY

3/4" TACTILE ROOM NAMEWITH GRADE 2 BRAILLE

USE FOR ALL PERMANENT BUILDINGSERVICE SPACES. SIGNS TO HAVE ROOMNUMBERS, ROOM NAMES AND BRAILLE.

109MECHANICAL

9"

6"

1 1/2" TACTILE ROOM NUMBERWITH GRADE 2 BRAILLE3/4" TACTILE ROOM DESCRIPTIONWITH GRADE 2 BRAILLEEND CAPS

VACANT

SIGN WITH ROOM NAME, NUMBER,BRAILLE AND TWO SLIDERS.SLIDER: VACANT/CLASSIFIEDWORK IN PROGRESS

9"

10"

109CONFERENCE

CLASSIFIEDWORK IN

PROGRESS

3"3"

4"

1 1/2" TACTILE ROOM NUMBERSWITH GRADE 2 BRAILLE5/8" TACTILE ROOM NAME WITHGRADE 2 BRAILLESLIDER

END CAPS

SQUADRON LOGO ON VINYL FILMFOR GLASS ENTRY DOOR.

TEXT AND IMAGETO BE PROVIDED

2'-0"

2'-0"

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FINI

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LM

LH

ROOM FINISH SCHEDULE

ROOMNO. ROOM NAME

FLOOR BASE WALLS MILLWORK CEILING

REMARKSMAT FIN MAT FINNORTH EAST SOUTH WEST

MAT COLOR MAT COLORMAT FIN COLOR MAT FIN COLOR MAT FIN COLOR MAT FIN COLOR101 CORRIDOR LVT 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 ACT 1 R2102 JANITOR SC - RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 EXP PT3 R4103 RECEPTION MCT 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 3 ACT 1 R3104 XO MCT 1 RM 1 GWB PT 1 GWB PT 1 GWB PT 1 GWB PT 1 ACT 1 R3105 CO MCT 1 RM 1 GWB PT 1 GWB PT 1 GWB PT 1 GWB PT 1 ACT 1 R3106 OPEN OFFICE MCT 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 ACT 1 R3107 MECHANICAL SC - RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 EXP PT3108 STOR. CLOSET MCT 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 ACT 1 R3109 CONFERENCE ROOM MCT 1 RM 1 GWB PT 1 GWB PT 1 GWB PT 1 GWB PT 1 SS/PL 1/1 ACT 1 R1, R3110 SEL OFFICE MCT 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 ACT 1 R3111 UNISEX TOILET PA 3 PAB 1 CBB PA 1,2 CBB PA 1,2 CBB PA 1,2 CBB PA 1,2 MRGWB PT3112 UNISEX TOILET PA 3 PAB 1 CBB PA 1,2 CBB PA 1,2 CBB PA 1,2 CBB PA 1,2 MRGWB PT3

3/8" = 1'-0"I-120

1 TOILET ROOM TILE DIAGRAM

3" = 1'-0"I-120

2 ADA TRANSITION TILE DETAIL

3/8" = 1'-0"I-120

3 SIGN MOUNTING- TYPICAL

1 1/2" = 1'-0"I-120

4 SIGN TYPE A

1 1/2" = 1'-0"I-120

5 SIGN TYPE B

1 1/2" = 1'-0"I-120

6 SIGN TYPE C

1 1/2" = 1'-0"I-120

7 SIGN TYPE D

1 1/2" = 1'-0"I-120

8 SIGN TYPE E

SIGNAGE SCHEDULE

MARK ROOM NAME TYPE SIGN MOUNT LOCATION101 LOBBY Type E DOOR102 JANITOR Type C DOOR103 RECEPTION Type A WINDOW104 XO Type A WALL106 OPEN OFFICE Type A WALL107 MECHANICAL Type C DOOR109 CONFERENCE ROOM Type A WALL110 SEL OFFICE Type A WALL111 UNISEX TOILET Type B DOOR112 UNISEX TOILET Type B DOOR

SCALE: 1 1/2" = 1'-0"

0 4" 8" 1'-4"

SCALE: 3" = 1'-0"

0 2" 4" 8"

SCALE: 3/8" = 1'-0"

0 1'-4" 2'-8" 5'-4"AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

09/06/17

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SCALE: 1/4"= 1'-0"

5' 5'0

N

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No. 34088

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21

43

2 2 2 2

2222

1 1

19 3 3

36

5

(E)CW & HW TO REMAIN

(E)3"7

7

7

7

7

7

1234567

8

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E

TEMPORARILY CAP (E)3" WASTE PIPINGTO CONNECT TO NEW PIPING

7887

78

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10

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P-101


6 SEPT 2017

PLUM

BING

PLA

N - D

EMOL

ITIO

N

JOINER

GDP

1/4" = 1'-0"1 PLUMBING PLAN - DEMOLITION

DEMOLITION NOTES:WATER CLOSET TO BE REMOVED COMPLETELY WITH ALL ACCESSORIES.REMOVE WASTE PIPING BELOW FLOOR AND CAP. REMOVE WATER PIPINGBACK TO RISER AND CAP.

COUNTER MOUNTED LAVATORY TO BE REMOVED COMPLETELY WITH ALLACCESSORIES. REMOVE WASTE PIPING BELOW FLOOR AND CAP. REMOVEWATER PIPING BACK TO RISER AND CAP.

SHOWER TO BE REMOVED COMPLETELY WITH ALL ACCESSORIES. REMOVEWASTE PIPING BELOW FLOOR AND CAP. REMOVE WATER PIPING BACK TO RISERAND CAP IN CEILING.

RECTANGULAR SHOWER TO BE REMOVED COMPLETELY WITH ALL ACCESSORIES.REMOVE WASTE PIPING BELOW FLOOR AND CAP. REMOVE WATER PIPING BACK TORISER AND CAP IN CEILING.

DRINKING FOUNTAIN TO BE REMOVED COMPLETELY. TEMPORARILY CAP WASTEAND WATER PIPING. PREPARE WASTE AND WATER PIPING FOR NEW SPLIT LEVELBUBBLER STYLE WATER COOLER.

1.

2.

3.

4.

5.

6.

7.

JANITOR'S SINK SHALL REMAIN.

REMOVE VENT PIPING AND CAP IN FIRST FLOOR CEILING.

WASHER BOX TO BE REMOVED COMPLETELY WITH ALL ACCESSORIES. REMOVEEXISTING WATER PIPE TO RISER AND CAP WATER PIPING IN CEILING. REMOVE WASTEPIPING BELOW FLOOR AND CAP.

REMOVE WATER CLOSET COMPLETELY WITH ALL ACCESSORIES. TEMPORARILY CAPPREPARED EXISTING WASTE PIPING TO BE EXTENDED.

REMOVE WATER CONNECTION AND PIPING COMPLETLY WITH ALL ACCESSORIES TO RISERAND CAP ABOVE FIRST FLOOR CEILING.

8.

9.

10.KEY MAPNOT TO SCALE

18

78

78

SCALE: 1/4"= 1'-0"

5' 5'0N

N

No. 34088

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(N)3"

(E)3"

3"

3"

2"

2"

P-1

P-2

P-3

(E)MOPSINK

P-1

P-2

1234567

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CO105

XO104

RECEPTION103

OPENOFFICE

106

SELOFFICE

110

JAN.102

CORRIDOR101

CONFERENCEROOM

109MECHANICAL

107

E

LOBBY

ELEV.EQUIP.

UNISEXTOILET

111

UNISEXTOILET

112

DASHED LINESINDICATE SAWCUT OF EXISTINGCONCRETE

(N)3" TO(E)3"

DASHED LINESINDICATE SAWCUT OF EXISTINGCONCRETE

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PLUM

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N - W

ASTE

JOINER

GDP

1/4" = 1'-0"2 PLUMBING PLAN - WASTE

NEW WORK NOTES:SAW CUT SLAB AND EXTEND EXISTING 3" WASTE PIPING 7'-0". PROVIDENEW 3" FLOOR DRAIN. PATCH CONCRETE TO MATCH EXISTING FLOOR.

RECONNECT WASTE PIPE TO NEW BI-LEVEL WATER COOLER.

1.

1.

2.

2.

KEY MAPNOT TO SCALE

19

SCALE: 1/4"= 1'-0"

5' 5'0

N

N

No. 34088

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UP

P-1P-2

P-3

(E)MOPSINK

P-1

P-2

(N)1"CW &(N)1/2"HWTO CONNECTTO (E)2"CW &(E)1"HW

(N)1"

(N)1/2"

1/2"

1/2"

1"

1"

1234567

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XO104

RECEPTION103

OPENOFFICE

106

SELOFFICE

110

JAN.102

CORRIDOR101

CONFERENCEROOM

109MECHANICAL

107

E

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UNISEXTOILET

111

UNISEXTOILET

112

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ATER

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1/4" = 1'-0"3 PLUMBING PLAN - WATER

KEY MAPNOT TO SCALE

3820

P-2 1 1/4" 1/2" 1/2" WALL HUNG VITREOUS CHINA @ 0.5 GPMLAVATORY (ADA)

WATER CLOSET (ADA) FLOOR MOUNTED FLUSH VALVE TYPE VITREOUS CHINA @ 1.28 GPF--1"4"

PLUMBING FIXTURE CONNECTION SCHEDULEREMARKSDESCRIPTION WASTE CW HW

P-1

MARK

P-3 1-1/4" 1/2" -- WALL HUNG SPLIT LEVEL TYPE STAINLESS STEELELECTRIC WATER COOLER

(ADA) DENOTES FIXTURES TO BE MANUFACTURED AND MOUNTED FOR AMERICANS WITHDISABILITIES USE. INSULATE SUPPLIES AND P-TRAP.

PLUMBING LEGEND

WASTE PIPNG

VENT PIPING

COLD WATER PIPING

HOT WATER PIPING

NEW

EXISTING

DOMESTIC HOT WATER

DOMESTIC COLD WATER

(N)

(E)

HW

CW

No. 34088

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3"2"

2"

(N)2"

(E)3"

(N)3"3"

3"

3"

1-1/4"

1-1/4"

1-1/4"

CONNECT (N)VENT TO (E)

VENT

P-1

P-1P-2

P-2

P-3

(E)3"

(E)3"

(N)1"

(N)1/2"1/2"

CONNECT (N)CW & (N)HW TO (E)2"CW & (E)1"HW

P-1

P-1P-2

P-2

P-3

1/2"1"

1"

(E)2"CW

(E)1"HW

1/2"

1"

1"1"

1/2"

(N)1/2"

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SCHE

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1 WASTE RISER

2 WATER RISER

21

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HVAC LEGENDSUPPLY AIR DUCT UP

SUPPLY AIR DUCT DOWN

OUTDOOR AIR DUCT UP

OUTDOOR AIR DUCT DOWN

RETURN AIR DUCT UP

RETURN AIR DUCT DOWN

EXHAUST AIR DUCT UP

EXHAUST AIR DUCT DOWN

WxH RECTANGULAR DUCTWORK, SIZES SHOWN ARE INTERNALCLEAR DIMENSIONS. FIRST FIGURE IS SIDE SHOWN.

W/H OVAL DUCTWORK, SIZES SHOWN ARE INTERNAL CLEARDIMENSIONS. FIRST FIGURE IS SIDE SHOWN.

ø ø

ø ROUND SPIRAL SEAM GALVANIZED STEEL DUCTWORK.SIZE SHOWN IS SHEET METAL DIAMETER.

WxH ø

ROUND BRANCH DUCT TAKEOFF FROM ROUND DUCTMAIN. BRANCH DUCT SHALL BE ROUND SNAPLOCKGALVANIZED STEEL DUCTWORK OR FLEXIBLE ROUNDDUCT. ROUND DUCT TAP IN SHALL BE MADE WITH SPIN-INCOLLAR WITH MANUAL VOLUME DAMPER.

ROUND BRANCH DUCT TAKEOFF FROM RECTANGULARDUCT MAIN. BRANCH DUCT SHALL BE ROUND SNAPLOCKGALVANIZED STEEL DUCTWORK OR FLEXIBLE ROUNDDUCT. ROUND DUCT TAP IN SHALL BE MADE WITH SPIN-INCOLLAR WITH MANUAL VOLUME DAMPER.

WxH WxH RECTANGULAR BRANCH DUCT TAKE OFF FROM

RECTANGULAR DUCT MAIN WITH 45° COLLAR ANDMANUAL VOLUME DAMPER.

EXISTING DUCTWORK AS INDICATED

DEMO DUCTWORK AS INDICATED

WxH INTERNALLY LINED DUCTWORK

WxH DOUBLE WALL DUCTWORK

FACTORY FABRICATED/INSULATED FLEXIBLE ROUNDDUCT, SAME SIZE AS OUTLET DIAMETER.

SQUARE THROAT ELBOW IN RECTANGULAR DUCT WITHDOUBLE WALL TURNING VANES.

LONG RADIUS ELBOW IN RECTANGULAR DUCT.

RECTANGULAR TO ROUND DUCT TRANSITION.

RECTANGULAR TO RECTANGULAR DUCT TRANSITION.

AUTOMATIC OPPOSED BLADE DAMPER

AUTOMATIC PARALLEL BLADE DAMPER

ROUND MANUAL VOLUME DAMPER

RECTANGULAR MANUAL VOLUME DAMPERM

M

FDRECTANGULAR FIRE DAMPER

RECTANGULAR SMOKE DAMPERSD

RECTANGULAR FIRE/SMOKE DAMPERFSD

OVAL FIRE DAMPER

OVAL SMOKE DAMPER

OVAL FIRE/SMOKE DAMPER

ROUND FIRE DAMPER

ROUND SMOKE DAMPER

ROUND FIRE/SMOKE DAMPER

FD

SD

FSD

FD

SD

FSD

24"x24" FACE CEILING DIFFUSER EQUAL TO "TITUS TMSA-AA".PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FORGYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BAR CEILINGGRID. ROUND NECK SIZE AND AIRFLOW AS INDICATED. 4-WAYDIRECTION OF THROW, UNLESS OTHERWISE INDICATEDWITH ARROW. PROVIDE WITH OPPOSED BLADE VOLUMECONTROL DAMPER. BACK FACE OF DIFFUSER SHALL HAVEINSULATION BLANKET.

SIDE WALL MOUNTED SUPPLY REGISTER, EQUAL TO"TITUS 272FL".SIDE WALL MOUNTED RETURN REGISTER, EQUAL TO"TITUS 350FL".

DIFFUSER TAG

INDICATES AIR FLOWSIZE & TYPE

INDICATES AIR FLOWSIZE & TYPE

RETURN GRILLE TAG

SYMBOLS

1

T

1

1

THERMOSTAT

HEX SHEET NOTE

CO2

H HUMIDISTAT

CARBON DIOXIDE SENSOR

1

SQUARE SHEET NOTE

TRIANGLE SHEET NOTE

ROUND SHEET NOTE

CONNECT TO EXISTING

DOOR UNDER CUT3/4"

INDICATES SECTIONSHEET WHERESECTION IS DRAWN

SECTION

CALLOUT

INDICATES SECTIONSHEET WHERESECTION IS DRAWN

HVAC GENERAL NOTES

24"x12" SA

24"x12" SA-LP

24"x12" SA-MP

24"x12" RA

24"x12" TA

24"x12" OA

24"x12" EA

24"x12" EA-KH

24"x12" EA-LH

2"ø REFR

3"ø CHWS

3"ø CHWR

3"ø CWS

3"ø CWR

3"ø FP-WET

3"ø FP-DRY

SUPPLY AIR DUCT, SIZED AT 0.08 IN-WG/100FT.

LOW PRESSURE SUPPLY AIR DUCT, SIZED AT0.08 IN-WG/100FT.

MEDIUM PRESSURE SUPPLY AIR DUCT,SIZED AT 2000 FPM.

DUCTED RETURN AIR, SIZED AT 0.08 IN-WG/100FT.PLENUM RETURN AIR, SIZED AT 500 FPM.

TRANSFER AIR, SIZED AT 500 FPM.

OUTDOOR AIR, SIZED AT 0.08 IN-WG/100FT.

EXHAUST AIR, SIZED AT 0.04 IN-WG/100FT.

KITCHEN HOOD EXHAUST AIR, SIZED AT 500 FPM MIN.

LAB HOOD EXHAUST AIR, MAIN AND RISER SIZED AT1500-3000 FPM & BRANCHES SIZED AT 1000-2000 FPM.

REFRIGERANT

2"ø C CONDENSATE

CHILLED WATER SUPPLY

CHILLED WATER RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

FIRE PROTECTION WET

FIRE PROTECTION DRY

PIPE DOWN

PIPE UP

3"ø HWS

3"ø HWR

HOT WATER SUPPLY

HOT WATER RETURN

S SENSOR

24" LINEAR SUPPLY DIFFUSER EQUAL TO "TITUS ML-39-NT".PROVIDE SIDE RAIL END CAPS FOR SUPPORT ALONGGYPSUM BOARD AND LAY IN TYPE CEILING. PROVIDEOPTIONAL INSULATED PLENUM.

24" LINEAR RETURN DIFFUSER EQUAL TO "TITUS MLR-NT".PROVIDE SIDE RAIL END CAPS FOR SUPPORT ALONGGYPSUM BOARD AND LAY IN TYPE CEILING.

CEILING DIFFUSER EQUAL TO "TITUS 250-AA". PROVIDESURFACE MOUNT STYLE WITH TRIM RING FOR GYPSUMBOARD CEILING AND LAY-IN TYPE AT T-BAR CEILINGGRID. ROUND NECK SIZE AND AIRFLOW AS INDICATED.4-WAY DIRECTION OF THROW, UNLESS OTHERWISEINDICATED WITH ARROW. PROVIDE WITH OPPOSEDBLADE VOLUME CONTROL DAMPER. BACK FACE OFDIFFUSER SHALL HAVE INSULATION BLANKET.

FLOW SENSORFS

AD

AD

12"x12" FACE CEILING DIFFUSER EQUAL TO "TITUS TMSA-AA".PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FORGYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BAR CEILINGGRID. ROUND NECK SIZE AND AIRFLOW AS INDICATED. 4-WAYDIRECTION OF THROW, UNLESS OTHERWISE INDICATEDWITH ARROW. PROVIDE WITH OPPOSED BLADE VOLUMECONTROL DAMPER. BACK FACE OF DIFFUSER SHALL HAVEINSULATION BLANKET.

RETURN AIR CEILING GRILLE EQUAL TO "TITUS 350FL".PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FORGYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BARCEILING GRID.

EXHAUST AIR GRILLE EQUAL TO "TITUS 350FL".PROVIDE SURFACE MOUNT STYLE WITH TRIM RING FORGYPSUM BOARD CEILING AND LAY-IN TYPE AT T-BARCEILING GRID.

SIDE WALL MOUNTED EXHAUST REGISTER, EQUAL TO"TITUS 350FL".

----

----

1. INSTALL A COMPLETE AND OPERABLE MECHANICAL SYSTEM AS INDICATED ON THE DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.

2. CONTRACT DOCUMENT DRAWINGS FOR HVAC WORK ARE DIAGRAMMATIC AND ARE INTENDED TO CONVEY SCOPE AND GENERALARRANGEMENT ONLY.

3. INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS, CONTRACT DOCUMENTS, ANDAPPLICABLE CODES AND REGULATIONS.

4. THE APPROXIMATE LOCATIONS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN WHERE APPLICABLE. THE CONTRACTOR SHALL DETERMINETHE EXACT LOCATION OF ALL EXISTING UTILITIES AND PROTECT BEFORE COMMENCING WORK.

5. COORDINATE EQUIPMENT CLEARANCES (AS RECOMMENDED BY MANUFACTURER) WITH ALL DISCIPLINES BEFORE INSTALLATION.

6. COORDINATE AND PROVIDE ALL DUCT AND PIPING TRANSITIONS REQUIRED FOR FINAL EQUIPMENT CONNECTIONS TO FURNISHEDEQUIPMENT, VERIFY AND COORDINATE ALL DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.

7. CONCRETE HOUSEKEEPING PADS TO SUIT MECHANICAL EQUIPMENT, MINIMUM CONCRETE PAD THICKNESS SHALL BE 6 IN. PAD SHALLEXTEND BEYOND THE EQUIPMENT A MINIMUM OF 6 IN. ON ALL SIDES.

8. PROVIDE ACCESS PANELS FOR INSTALLATION IN WALLS AND CEILINGS, WHERE REQUIRED, TO SERVICE DAMPERS, VALVES, SMOKEDETECTORS, AND OTHER CONCEALED MECHANICAL EQUIPMENT.

9. PROVIDE ACCESS DOORS IN DUCTWORK TO PROVIDE ACCESS FOR ALL SMOKE DECTECTORS, FIRE DAMPERS, SMOKE DAMPERS,VOLUME DAMPERS, HUMIDIFIERS, COILS, AND OTHER ITEMS LOCATED IN THE DUCTWORK THAT REQUIRE SERVICE AND/OR INSPECTION.

10. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE LOCATIONS WITH THE STRAIGHT SECTION OF PIPEOR DUCT UPSTREAM AND DOWNSTREAM AS RECOMMENDED BY THE EQUIPMENT MANUFACTURER.

11. ALL EQUIPMENT, PIPING, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED, SPECIFIED, AND REQUIRED TO PROVIDE A VIBRATION-FREEINSTALLATION.

12. LOCATIONS AND SIZES OF ALL FLOOR, WALL AND ROOF OPENINGS SHALL BE COORDINATED WITH ALL OTHER TRADES INVOLVED.

13. ALL OPENINGS IN FIRE WALLS DUE TO DUCTWORK, PIPING, CONDUIT, ETC., SHALL BE FIRE STOPPED WITH AN APPROVED PRODUCT.

14. ALL EQUIPMENT REQUIRING CONDENSATE DRAIN LINES SHALL BE PIPED FULL SIZE OF THE UNIT DRAIN OUTLET, TRAPPED PER MANUFACTURERSDETAILS FOR ACTUAL EQUIPMENT AND STATIC PRESSURE. CONDENSATE SHALL BE PIPED TO THE NEAREST DRAIN AS INDICATED. PROVIDECONDENSATE PUMPS AS REQUIRED.

15. REFER TO TYPICAL DETAILS FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION.

16 THERMOSTATS INDICATED ADJACENT TO DOORWAYS SHALL BE LOCATED WITHIN 18” OF JAMB AT LOCATIONS WITH LIGHT SWITCHES,LOCATE THERMOSTAT SUCH THAT LIGHT SWITCH IS BETWEEN THERMOSTAT AND JAMB. VERIFY THERMOSTAT LOCATION WITH SYSTEMFURNITURE LAYOUT PRIOR TO INSTALLING THERMOSTATS.

17. ALL DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE INTERNAL CLEAR DIMENSIONS AND DUCT SIZE SHALL BE INCREASED TOCOMPENSATE FOR DUCT LINING THICKNESS.

18. PROVIDE ALL 90-DEGREE SQUARE ELBOWS WITH DOUBLE RADIUS TURNING VANES. PROVIDE ACCESS DOORS UPSTREAM OF ALL ELBOWSWITH TURNING VANES.

19. LAUNDRY EXHUAST SHALL BE OF UNVANED SMOOTH RADIUS CONSTUCTION WITH A RADIUS EQUAL TO 1-1/2" TIMES THE WIDTH OF THE DUCT.

20. COORDINATE DIFFUSER, REGISTER, AND GRILLE LOCATIONS WITH ARCHITECTURAL REFLECTED CEILING PLANS, LIGHTING, AND OTHERCEILING MOUNTED EQUIPMENT AND MAKE MINOR DUCT MODIFICATIONS TO SUIT.

21. EXTERIOR LOUVERS ARE INDICATED FOR INFORMATION ONLY. LOUVER DIMENSIONS INDICATED DOES NOT INCLUDE FRAME OR FLANGES.APPROXIMATE ROUGH OPENING IN WALL ASSEMBLY IS INDICATED ON ARCHITECTURAL.

22. AVOID ROUTING DUCTWORK AND MECHANICAL EQUIPMENT OVER LIGHTS WHEREVER POSSIBLE. MAINTAIN MINIMUM 6” CLEARANCEBETWEEN MECHANICAL EQUIPMENT AND DUCT INSULATION TO TOP OF LIGHTS. PROVIDE CLEARANCE AND ACCESS ALL AROUND ANDBELOW MECHANICAL EQUIPMENT AS REQUIRED FOR ROUTINE MAINTENANCE.

23. SEAL ALL DUCT PENETRATIONS OF WALLS AIRTIGHT, REGARDLESS OF WHETHER WALLS ARE FIRE RATED OR NOT.

24. ALL AIR INTAKES OPENING TO EXTERIOR SHALL HAVE A MIN 10'-0” CLEARANCE FROM ANY EXHAUST OPENING TO PREVENT RECIRCULATION.

25. MOUNT DUCTWORK AS HIGH AS POSSIBLE WHERE EXPOSED, UNLESS OTHERWISE NOTED.

26. EXPOSED DUCTWORK SHALL BE DOUBLE-WALL INSULATED WITH A SOLID LINER. PROVIDE GALVANIZED FINISH SUITABLE FOR PAINTING. PRIME ANDPAINT TO COLOR SELECTED BY ARCHITECT.

27. ALL ROUND FLEXIBLE DUCT SHALL BE FACTORY PREINSULATED THERMOFLEX OR EQUAL. MAXIMUM LENGTH OF ANY FLEXIBLE DUCT RUNOUTSHALL BE 8'-0". WHERE LENGTH REQUIRED EXCEEDS 8'-0", INSTALL EXTERNALLY INSULATED ROUND SNAPLOCK DUCT FOR BALANCE OFDISTANCE TO SPIN-IN TAP AT MAIN DUCT TRUNK.

28. ALL SUPPLY AIR DUCTWORK UPSTREAM OF TERMINAL UNITS SHALL BE MEDIUM PRESSURE RECTANGULAR, ROUND, OR FLAT OVAL SPIRALSEAM AS INDICATED. SMACNA STATIC PRESSURE CLASS 4" W.G., SEAL CLASS A, EXTERNALLY INSULATED.

29. ALL SUPPLY AIR DUCTWORK DOWNSTREAM OF AIR TERMINAL UNITS (EXCEPT TAKEOFFS TO SUPPLY AIR DIFFUSERS) SHALL BE LOWPRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 2" W.G., SEAL CLASS A, EXTERNALLY INSULATED.

30. ALL SUPPLY AIR DUCTWORK SHALL BE LOW PRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 2” W.G., SEAL CLASS A,EXTERNALLY INSULATED. (COMMERCIAL DESIGN)

31. ALL SUPPLY AIR DUCTWORK SHALL BE LOW PRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 1” W.G., SEAL CLASS A,EXTERNALLY INSULATED. (RESIDENTIAL DESIGN)

32. ALL RETURN AIR DUCTWORK SHALL BE LOW PRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 1” W.G., SEAL CLASS A,EXTERNALLY INSULATED.

33. ALL OUTSIDE AIR INTAKE DUCTWORK SHALL BE LOW PRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 1” W.G., SEALCLASS A.

34. EXHAUST AIR DUCTWORK SHALL BE LOW PRESSURE RECTANGULAR, SMACNA STATIC PRESSURE CLASS 1/2" W.G., SEAL CLASS A,EXTERNALLY INSULATED.

35. KITCHEN EXHAUST AIR DUCTWORK AND GREASE LADEN EXHAUST DUCT SHALL BE CONSTRUCTED IAW NFPA 96. HORIZONTAL DUCT RUNS SHALL BESLOPED BACK TOWARDS HOOD. DUCTWORK SHALL BE STAINLESS STEEL FULLY WELDED LIQUID TIGHT CONSTRUCTION, PROVIDE ACCESS DOORS PERNFPA 96. TRANSITION AND MAKE FINAL CONNECTION TO EXHAUST COLLAR WITH DUCT SIZED PER COLLAR DIMENSIONS ON KITCHEN EQUIPMENTDRAWINGS. APPLY 2HR RATED UL LISTED GREASE DUCT INSULATION.

RELATIVE HUMIDITYRH

TEMPERATURE SENSORTS

SMOKE DETECTORSD

FLOW MEASURING STATIONFMS

DAMPER ACTUATORDA

STATIC PRESSURE TRENDSSPT

ROOM TEMPERATURE SENSORRTS

DIFFERENTIAL PRESSURE SENSORDPS

AI ANALOGUE IN

AO ANALOGUE OUT

DI DIGITAL IN

DO DIGITAL OUT

DEMO TO THIS POINT I A

R

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DESIGNED BY:

DATE:

90322

FTEV 16-1183

38

M-001


6 SEP. 2017

HVAC

LEG

ENDS

, NOT

ES &

ABB

REVI

ATIO

N

JBS

GDP

22

N

SCALE: 1/4"= 1'-0"

5' 5'0

NNo. 34088

STATE OF

GREGOR

Y PETERSON

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UP

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90322

FTEV 16-1183

38

M-100


6 SEP. 2017

HVAC

PLA

N - D

EMOL

ITON

JBS

GDP

1/4" = 1'-0"1 HVAC PLAN - DEMOLITION

DEMOLITION NOTES:DISCONNECT EXISTING SUPPLY AIR DUCTWORK FROM MAIN SUPPLY TRUNK. TEMPORARILY CAPDUCTWORK.

DISCONNECT EXISTING DUCTWORK AND PREPARE FOR CONNECTION TO NEW SUPPLY AIRDUCTWORK SECTION.

REMOVE ALL VAVs, HW PIPING, SUPPLY DUCTWORK, RETURN DUCTWORK AND CONTROLSCOMPLETLY.

REMOVE EXISTING EXHAUST FANS AND DUCTWORK LEADING TO EXHAUST RISER. CAP EXISTINGEXHAUST DUCTWORK ABOVE FIRST FLOOR CEILING.

1

2

3

4

1 2

3 3 3 3 3 3 3

3 33

3

3

4 4

44

4

4

4

KEY MAPNOT TO SCALE

23

SCALE: 1/4"= 1'-0"

5' 5'0

N

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No. 34088

STATE OF

GREGOR

Y PETERSON

PROFE

SSI O N A L E N

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F L O R I DA

L ICE NSE

DAMIAN

UP

1M-301

2M-301

10"x6" SA 10"x8" SA 12"x10" SA

12"x8" SA

EF-1

EF-2

EF-3

8"ø SA

22"x22" RA

8"ø

EA

VAV-1

VAV-2

VAV-3

VAV-4

VAV-5

32"x10" RA

28"x6" OA

24"x12" RA

16"x10" RA

6x6 CD50 CFM

24"x24" CD100 CFM

3M-301

24x24 RAG840 CFM

12x12 RAG220 CFM

12x12 RAG165 CFM

12x12 RAG540 CFM

12x12 RAG230 CFM

24x24 RAG755 CFM

12x12 RAG170 CFM

24x24 RAG840 CFM

E

C

B

A

78

12"x6

"SA 10"x6" SA

10"x6

"SA

10"x6

"SA

10"x6

"SA

12"x10" SA

10"x6" SA

10"x6

"SA

12"x6" SA

12"x6

"SA

12"x6

"SA

14"x12" SA

14"x12" SA 12"x6" SA

12"x6

"SA

12"x6

"SA

14"x4

"RA

14"x4

"RA

18"x4

"RA

ø6"

ø6"20"x10" RA

ø6"

8" WALL CAP

14"x6" SA

14"x6

"SA

12"x6" SA

12"x8" SA

6"ø

EA

24"x24" CD280 CFM

24"x24" CD280 CFM

24"x24" CD280 CFM

24"x24" CD280 CFM

24"x24" CD280 CFM24"x24" CD

280 CFM

24"x24" CD170 CFM

24"x24" CD165 CFM

24"x24" CD220 CFM

24"x24" CD100 CFM

24"x24" CD180 CFM24"x24" CD

180 CFM24"x24" CD

180 CFM24"x24" CD230 CFM

6x6 CD25 CFM

1

23456

78

A

C

D

B

E

1 1/2"ø CHWS1 1/2"ø CHWR

1"ø HWR

1"ø HWS

I A

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90322

FTEV 16-1183

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M-101


6 SEP. 2017

HVAC

PLA

N - N

EW W

ORK

JBS

GDP

1/4" = 1'-0"1 HVAC PLAN - NEW WORK

NEW WORK NOTES:REMOVE TEMPORARY END CAP AND PREPARE EXISTING SUPPLY AIR DUCKWORK FORCONNECTION TO NEW 14"x6" SUPPLY AIR DUCTWORK. CONNECT NEW 14" x 6" DUCTWORKFROM EXISTING SUPPLY AIR DUCT LOCATED IN THE CORRIDOR TO EXISTING SUPPLY AIRDUCT LOCATED IN THE JANITORS ROOM. PROVIDE NEW 14"x6" FIRE DAMPER ABOVECORRIDOR DOOR. TAB CONTRACTOR SHALL REBALANCE EXISTING AHU-1 TO 5,000 CFM.REPORT NEW FAN SPEED, IN HZ, TO CONTROLS CONTRACTOR.

PROVIDE ALL THE NECESSARY TRANSITIONS AND OFFSETS FOR INSTALLATION OF THESUPPLY AIR AND EXHAUST AIR DUCTWORK. COORDINATE DUCT AND PIPING ROUTES WITHALL OTHER TRADES.

ROUTE CONDENSATE TO FLOOR DRAIN.

ROUTE OUTSIDE AIR OUT WALL PENETRATION AND PROVIDE AN ELBOW UP. OUTSIDE AIRINLET SHALL BE NO LOWER THAN 10' ABOVE FINISHED GRADE. PROVIDE OFFSET UNDER 2NDFLOOR EXTERIOR WALKWAY.

1

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2

2

2

3

4

KEY MAPNOT TO SCALE

24

EX. A

HU-1

EX.WATERHEATEREX.

BOILER

EX. CHILLER

EX.CHWP

EX. HWP

SCALE: 1/4"= 1'-0"

5' 5'0

N

N

No. 34088

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PROFE

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ENLA

RGED

HVA

C PL

AN

JBS

GDP

NEW WORK NOTES:INSTALL NEW 1-1/2" CHILLED WATER PIPE. CONNECT TO EXISTING PIPING. FIELD ROUTENEW PIPING ABOVE CEILING TO NEW AIR HANDLING UNIT. PROVIDE NEW PIPING WITH ALLNECESSARY OFFSETS.

EXISTING AIR HANDLING UNIT TO REMAIN. REBALANCE SUPPLY AIR AND CHILLED WATER TOEXISTING AIR HANDLING UNIT. SEE SCHEDULE M-601 FOR QUANTITES.

EXISTING 4" CHILLED WATER SUPPLY & RETURN

EXISTING CHILLER TO REMAIN.

1

2

3

41

1

PARTIAL MECHANICAL ROOM PLANSCALE: 1/4" = 1'-0"

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3

4

1

KEY MAPNOT TO SCALE

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C B

FIRST FLOORPLAN

0"

Level 210'-0"

C B

24"x24" CD100 CFM

FIRST FLOORPLAN

0"

Level 210'-0"

FIRST FLOOR0' - 0"

SECOND FLOOR10' - 0"

6"x2

8"OA

16"ø

SA

22"x22" RA

AHU-1

C B A

FIRST FLOORPLAN

0"

Level 210'-0"

AC B

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6 SEP. 2017

SECT

IONS

JBS

GDP

1/2" = 1'-0"1 Section 1

1/2" = 1'-0"2 Section 2

1/2" = 1'-0"3 Mechanical Room Section

26

BLOWDOWN VALVE

Y-STRAINER W/

SUPPLY

BALL VALVE

BALANCING COCK

THREE WAY CONTROL

VALVEUNIONS

TEMPERATURE/PRESSURE FITTING

MANUAL VENT

CALIBRATED BALANCE

VALVE

BALL VALVERETURN

AIRFLOW

TYPICAL CHILLED OR

HOT WATER COIL

DRAIN VALVE

AIRFLOW

36"

45°

NOTE:PIPING 2" AND SMALLERAIR/WATER SHALL BE PIPED IN COUNTER FLOW CONFIGURATION.THREE-WAY CONTROL VALVE SHALL BE PIPED IN MIXING CONFIGURATION.

SPIN-IN TAP FITTING AND MANUAL DAMPER, IT SHALL BEWRAPPED WITH FIBERGLASS INSULATION WITH VAPORBARRIER. SEAL THE VAPOR BARRIER TO THE FLEX ANDSUPPLY DUCTWORK VAPOR BARRIER WITH CONTACT TAPE.

NOTES :1. HANGERS TO BE ATTACHED TO STRUCTURE PER SMACNA STANDARDS.2. SIZE OF STRAPS, RODS, AND OR ANGLES TO BE PER SMACNA STANDARDS.3. GRIPPLE DUCT TRAPEZE MAY ALSO BE USED. SEE DETAIL.

SELF TAPPING SCREWS OR POP RIVETS

T/P

T/P

WIRE ROPEDUCT

DUCTTRAPEZE

ROD ORWIRE ROPE

STRAP ORANGLE

TRAPEZE HANGERSSTRAP HANGERS

HANGERSTRAPS

60" MAX

SCREWS

SCREWS MAYBE OMITTED IFHANGER LOOPS

1" MINSIZE BOLTS FOR LOAD GRIPPLE DUCT TRAPEZE

DETAIL

PARTITION WALLABOVE CEILING

USE ONLY AT LAST TAKEOFF BEFORE OUTLETS &THEN ONLY WHERE ROUND RUNOUTS AREINDICATED ON DRAWINGS

ROUND

RECTANGULAR

BRANCH DUCTBALANCING DAMPERWHERE INDICATED ONDRAWING

6"

MAIN DUCT

45°6"

45°

MAIN DUCT

MAIN DUCT

STRAIGHT3/4 D THROATRADIUSMAY BE USED ANYWHERE

D-3/4 D HEEL RBRANCH DUCTBALANCING DAMPER (BD.)WHERE INDICATED ONDRAWING

BRANCH DUCTBALANCING DAMPERWHERE INDICATED ONDRAWINGUSE ONLY AT LAST TAKEOFF BEFORE OUTLETS &

THEN ONLY WHERE ROUND RUNOUTS AREINDICATED ON DRAWINGS

ELEC.STRIPHEAT

GALVANIZED UNISTRUTSUPPORT. (TYP. OF 2PER UNIT)

3 TIMES DIAMETER OF STRAIGHTDUCT INTO VAV BOX

PROVIDEFLEX CONNECTOR

INLET (ROUND).TRANSITIONAS NECESSARY.

PRESSURE INDEPENDENTVAV BOX WITH GALVANIZEDSTEEL CASING

ALL THREAD RODS UP TOROOF STRUCTURE. (TYP. OF 4PER UNIT)

CUT SECTIONS OFSPECIFIED INSULATIONTO FILL VOID. STEEL PIPING SADDLE

PIPING

INSULATION

CLEVIS HANGERDOUBLE NUTS ANDWASHERS

THREADED ROD TOATTACHMENT ASSPECIFIED

STEEL PIPE SADDLE;TACK WELD TO PIPEFOR STEAM, GLYCOLPIPING

3/8" HANGER RODFILL VOIDWITHSPECIFIEDINSULATION

2"x1/4" ANGLESUPPORT FLEXIBLEDUCT AS REQUIRED. EXTERNALLY INSULATE

THE SUPPLY AIR DUCT

MANUAL DAMPER SHALL BEEQUIPPED WITH ASTANDOFF SO OPERATOR ISLOCATED OUTSIDEINSULATION.

NYLON DRAWBAND TO ATTACH INTERIOR DUCTTO SPIN-IN AND DIFFUSER. WRAP WITHINSULATION AND VAPOR BARRIER ON THEOUTSIDE OF THE BAND.

NEW THERMAL INSULATED BLANKET WITHVAPOR BARRIER SHALL COVER ENTIRE BACKFACE OF DIFFUSER. SEAL TO INSULATIONVAPOR BARRIER WITH CONTACT TAPE.

INSULATED FLEXIBLEDUCT

SQUARE CEILINGDIFFUSER

EQUIPMENT SERVEDMALE THREADED PLUGCLEANOUT

SLOPE 1/8" PER FOOTMINIMUM TO ROOFDRAIN

TRAP

ELL

TEE2.5"

5"TEE

ELL

NOTE: ALL CONDENSATE PIPING SHALL BE INSULATED.PROVIDE CLEAN-OUT PLUG ACCESS.

THREE WAY VALVE PIPING DIAGRAM

NOT TO SCALERETURN AIR TRANSFER DETAIL

NOT TO SCALEDUCT HANGER DETAILS

NOT TO SCALETYPICAL COIL CONNECTION DETAIL

NOT TO SCALETYPICAL CONDENSATE DRAIN DETAIL

NOT TO SCALECEILING DIFFUSER DETAIL

NOT TO SCALETYPICAL SINGLE PIPE CLEVIS TYPE HANGER

NOT TO SCALETYPICAL VAV TERMINAL UNIT HANGER DETAIL

NOT TO SCALETYPICAL BRANCH CONNECTION

NOT TO SCALETRAPEZE HANGER DETAIL

No. 34088

STATE OF

GREGOR

Y PETERSON

PROFE

SSI O N A L E N

GI N

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F L O R I DA

L ICE NSE

DAMIAN

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DESIGNED BY:

DATE:

90322

FTEV 16-1183

38

M-501


6 SEP. 2017

HVAC

DET

AILS

JBS

GDP

27

12

1

2

FAN SCHEDULE

AIR HANDLING UNIT SCHEDULE

AIR TERMINAL UNIT SCHEDULE

FAN NOTES1. ALL EXHAUST FANS SHALL BE INSTALLED WITH FLEXIBLE DUCT CONNECTION, VIBRATION ISOLATORS AND FLEXIBLE CONDUIT. FAN SHALL NOT BE IN

CONTACT WITH ANY OTHER DUCT, PIPING, CONDUIT OR STRUCTURAL MEMBERS.

2. THE FANS SHALL BE PROVIDED WITH BACKDRAFT DAMPERS.

3. THE ROOF MOUNTED FANS SHALL BE PROVIDED WITH PREFABRICATED ROOF CURBS AND BACKDRAFT DAMPER.

4. ALL DIRECT DRIVE FANS WITH MOTORS LESS THEN 1/2 HP SHALL BE PROVIDED WITH AN ADJUSTABLE ELECTRONIC SPEED CONTROLLER.

5. PROVIDE WALL MOUNTED MOTION SENSOR WITH TIME DELAY.

FAN SCHEDULE LEGENDBD - BELT DRIVECF - CABINET FANDD - DIRECT DRIVEEF - EXHAUST FANESP - EXTERNAL STATIC PRESSURE

E.S.P. IN. H 2OAIR FLOW

CFMMAXIMUM

RPMMAX.

SONESMAX.

HP/WATTSMARK

EF-1-1

LOCATION TYPE DRIVE

JANITOR CF DD 100 0.25 695 1.5 75 W 115 1 60

VOLTS PHASE Hz

ELECTRICALPERFORMANCE DATACONTROL NOTES

1,2,4,5WALL MOUNTED MOTIONSENSOR WITH TIME DELAY

EF-1-2, 1-3 RESTROOM CF DD 70 0.25 695 1.5 75 W 115 1 60 1,2,4,5WALL MOUNTED MOTIONSENSOR WITH TIME DELAY

MARK

FAN DATA

TOTAL AIRCFM

OUTSIDEAIR CFM E.S.P. IN. H 2O

AHU-1-2 HDT 3030 630 3.0 3 HP 208 3 60 500 79.8 65.6 52.9 51.7 26 45.0 10' 3-WAY 11.7 300 MERV 8 16"x25"

FAN MOTORHORSEPOWER VOLTS PHASE HERTZ

MAX. FACEVEL. FPM

ELECTRICAL DATACHILLED WATER COOLING DATA

TOTAL COOLINGCAP. MBTU/HR

LATENT COOLINGCAP. MBTU/HR

86.1 23.8

TYPE ENTERING AIRTEMP.

LEAVING AIRTEMP.

°Fdb °Fwb °Fdb °Fwb

CHILLED WATERDATA

GPM °F ENT.

MAX.WPDFT.

CONTROL VALVE

TYPE Cv

FILTER DATA

MAX. FACEVEL. FPM TYPE SIZE

REMARKS

MINIMUM PRIMARY AIR CFM.

ROUND INLET DUCT CONNECTION SHALL NOT BE SMALLER THAN SIZE INDICATED.

VAV 1-2.1 840 170 10 340 9450 9 4 3-WAY 120 1 60

MARK MAX. AIRCFM

MIN. AIRCFM

ROUNDINLETSIZE

TOTALHEATING

CFMMIN. OUTPUT CAP.

BTU\HR

HEATING DATAHOT WATER COIL DATA

GPM MAX. WPDFT.

CONTROL VALVETYPE

VOLTS PHASE HERTZ

ELECTRICAL DATA

NOTES

VAV 1-2.2 840 170 10 340 9450 9

VAV 1-2.3 555 120 8 230 6237 6

VAV 1-2.4 540 110 8 220 6048 6

VAV 1-2.5 505 110 8 210 5670 6

4

4

4

4

3-WAY

3-WAY

3-WAY

3-WAY 120 1 60

120 1 60

120 1 60

120 1 60

1. AIR HANDLING UNIT SHALL BE OF FAN WALL TYPE.

2. PROVIDE UNIT WITH 6" HIGH CONCRETE PAD. PAD SHALL EXTEND PAST UNIT 6" IN ALL DIRECTIONS.

EXISTING AHU-1 HDT 4,500 850 1.8 7.5 HP 208 3 60 550 - - - - 38 45.0 10' 2-WAY 25.8 350 MERV 8 -- -

No. 34088

STATE OF

GREGOR

Y PETERSON

PROFE

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F L O R I DA

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90322

FTEV 16-1183

38

M-601


6 SEP. 2017

SCHE

DULE

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JBS

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28

VAV SEQUENCE OF OPERATION

THE CONTROLLER SHALL MODULATE THE VAV DAMPER AND HOT WATER VALVE IN SEQUENCE TO MAINTAIN SPACE TEMPERATURE AT SETPOINT.

ON A RISE IN SPACE TEMPERATURE ABOVE SETPOINT, THE CONTROLLER SHALL MODULATE THE VAV DAMPER OPEN TO MAXIMUM CFM SETTING. ASSPACE TEMPERATURE DROPS TO SETPOINT THE CONTROLLER SHALL MODULATE THE VAV DAMPER CLOSED TO MINIMUM CFM SETTING. IF SPACETEMPERATURE CONTINUES TO DROP BELOW SETPOINT THROUGH ITS HEATING DEADBAND THE CONTROLLER SHALL MODULATE THE HOT WATERVALVE OPEN TO THE COIL.

AO

AO

AO

AODIDOTS

CWR

CWS

VFD

AHUFAN

SDTS

CHWCOIL

NO

CNC

CWV

TS

FINALFILTER

PRE-FILTER

DANO

AI

AI AI

AI

DI

HI

LOSTP

LOCATE APPROX. 2/3DOWNSTREAM FROMFAN AS INDICATEDON PLANS.

SA

TO VAVTERMINALS

STARTSTATUSMODULATE

NC

DA

FLOWMETERINGSTATION

OA

AIDI SD

AITS

RA

HWCOIL RTS

TSC

NONC

HWV

24VACVAVDC

RS485 24VACLAN

AOAIAI

VELOCITYPRESSURE

SUPPLY AIRFROM AHU

VAV

FLOWSENSOR

DAMPER

THE FOLLOWING ITEMS APPLY TO THE CONTROL SEQUENCES SPECIFIED HEREIN:

1. VARIABLE SPEED CONTROLS SHALL START AT LOW SPEED.

2. THE OPERATING POWER FOR VALVES, DAMPERS, ETC. SHALL BE ELECTRIC.

3. UPON FAILURE AND RESTORATION OF POWER, SYSTEMS SHALL AUTOMATICALLY RESTART AND RETURN TO THEIR NORMALMODE OF OPERATION. ADJUSTABLE TIME DELAYS SHALL BE PROVIDED TO SEQUENTIALLY STAGE STARTING OF EQUIPMENTWITH MOTORS GREATER THAN 5 HP OR LOADS GREATER THAN 4 KW.

4. HAND-OFF-AUTOMATIC SWITCHES:

A. SAFETY DEVICES SHALL BE INTERLOCKED WITH BOTH HAND AND AUTOMATIC POSITIONS IN SERIES WITH MOTORCONTROLLERS HOLDING COILS CIRCUIT.

B. INTERLOCKING WITH OTHER FANS AND EQUIPMENT OF THE SYSTEM SHALL BE THROUGH AUTOMATIC POSITION ONLY.

C. REMOTE CONTROL FROM THE BAS SYSTEM SHALL BE THROUGH AUTOMATIC POSITION.

D. HAND POSITION SHALL BE FOR MAINTENANCE OPERATION ONLY.

E. OPERATION REQUIRED FOR RESPONSE TO THE FIRE ALARM SYSTEM RELAYS AND EMERGENCY FAN SHUTDOWNSTATIONS SHALL BE THROUGH BOTH HAND AND AUTOMATIC POSITION.

5. CONTROL SET POINTS SHALL BE ADJUSTABLE OVER THE RANGE OF THE SENSED MEDIA. MEANS OF ADJUSTMENT ANDCURRENT SET POINT SHALL BE IDENTIFIED. BAS SET POINTS SHALL BE PROGRAMMED AS VARIABLES, EXPRESSED IN THEAPPROPRIATE ENGINEERING UNITS, WHICH CAN BE ADJUSTED THROUGH THE DIGITAL DISPLAY UNIT OR FROM A CENTRALSTATION WITHOUT REQUIRING MODIFICATION OR RELOADING OF THE BAS CONTROL PROGRAMS.

6. CONTROL OUTPUTS SHALL PROVIDE MAXIMUM RATED ACTUATOR POWER AT EXTREMES OF ACTUATOR TRAVEL. CONTROLOUTPUT RANGE (0-100%) SHALL CORRESPOND TO ACTUATOR TRAVEL (0-100%).

7. THE BAS SYSTEM SHALL BE SETUP TO DISPLAY ALL ITEMS INDICATED ON THE FLOW DIAGRAMS.

8. THE SYSTEM SHALL BE AUTOMATICALLY STARTED AND STOPPED BY THE BUILDING AUTOMATION SYSTEM (BAS) WHENEVERTHE HAND-OFF-AUTOMATIC SWITCH IS IN THE AUTOMATIC POSITION AND MANUALLY STARTED AND STOPPED IN THE HANDPOSITION RESPECTIVELY.

9. THE BAS SYSTEM SHALL MODULATE THE AIR HANDLING UNIT FAN SPEED THROUGH THE VFD TO MAINTAIN THE MINIMUM STATICPRESSURE.

10. THE BAS SYSTEM SHALL MONITOR MIXED AIR TEMPERATURE AND STOP THE OUTSIDE AIR FAN AND CLOSE THE OUTSIDE AIRDAMPER IF THE AIR TEMPERATURE DROPS BELOW 45°F.

11. DDC CONTROLS FRONT END SHALL HAVE ASD BUS COMMUNICATIONS CAPABILITY FOR ANY BUILDING CONTAINING EXISTINGASD/NETWORK 8000 DEVICES. THESE DEVICES SHALL BE INTEGRATED INTO ALL GRAPHICS SCREENS AND PROGRAMMING.

12. PRIOR TO PROJECT COMPLETION, DDC COMMUNICATION AND CONTROL FROM THE CENTRAL DDC SERVER SHALL BE PROVEN.

13. THE DDC CONTROLS CONTRACTOR SHALL PROVIDE BUILDING LEVEL SUPERVISORY CONTROLLERS BASED ON HURLBURT AFB'SEXISTING NIAGARA AX FRAMEWORK REVISION 3.5 OR LATER. THE BUILDING LEVEL SUPERVISORY CONTROLLERS SHALLINCLUDE POINT-TO-POINT, SECURE SOCKET LAYER, WEB SERVER, AND EMBEDDED WORKBENCH. THE BUILDING SUPERVISORYCONTROLLERS SHALL CONTAIN ALL BUILDING LOGIC AND GRAPHICS.

14. ALL GRAPHICS AND POINTS SHALL BE DUPLICATED IN THE EXISTING NIAGARA AX ENTERPRISE NETWORK SERVER USINGWORKBENCH SOFTWARE LOCATED IN THE DDC SHOP WHICH SHALL SERVE AS THE WEB SERVER FOR THE SYSTEM. ALLTRENDED POINTS SHALL BE TRANSFERRED VIA POINT TO POINT TO THE SERVER FOR HISTORY TRENDING OF POINTS.

15. THE SYSTEM SHALL ALLOW BASE MAINTENANCE TECHNICIANS TO CONNECT TO ALL CONTROLLERS WITH AVAILABLESOFTWARE IN ALL MODES AVAILABLE FROM THE MANUFACTURER FROM BUILDING 90053 VIA THE BASE LOCAL AREA NETWORKTO PROGRAM, BACKUP, DOWNLOAD, CONFIGURE, AND PERFORM ALL FUNCTIONS NECESSARY TO MAINTAIN THE SYSTEM AS IFONSITE AND DIRECT CONNECTED TO THE DEVICE.

16. ALL HARDWARE AND SOFTWARE ADMINISTRATOR LEVEL PASSWORDS SHALL BE PROVIDED TO THE GOVERNMENT TO ACCESSALL LEVELS OF ALL CONTROLLERS INCLUDING THE NIAGARA FRAMEWORK CONTROLLERS. THE PASSWORD SHALL ALLOWCOMPLETE ACCESS TO EVERYTHING THE MANUFACTURER HAS ACCESS TO.

17. THE DDC CONTROLS CONTRACTOR SHALL PROVIDE SYSTEMS ENGINEERING TRAINING TO TWO (2) DDC PERSONNEL ONHURLBURT AFB FOR 2 FULL DAYS.

18. ALL FIELD CONTROLLERS SHALL UTILIZE BACNET PROTOCOL FOR COMMUNICATIONS.

19. THE DDC CONTROLS CONTRACTOR SHALL PROVIDE A LAN DROP WITHIN THREE (3) FEET OF THE BUILDING SUPERVISORYCONTROLLER AND PROVIDE A PATCH CABLE BETWEEN THE LAN DROP AND THE BUILDING LEVEL SUPERVISORY CONTROLLER.

20. GRAPHICS SHALL BE PROVIDED ON EH EXISTING ENTERPRISE NETWORK SERVER WHICH SERVES AS THE WEB SERVER. THEDATE AND TIME SHALL BE INCLUDED ON ALL GRAPHICS SCREENS. GRAPHIC SCREENS FOR EACH SYSTEM SHALL BE PROVIDED.THE FLOOR PLAN GRAPHIC SCREEN SHALL INCLUDE COLOR CODED ZONES WITH ROOM NUMBERS, SENSOR LOCATIONS, ANDEQUIPMENT LOCATIONS. THE BUILDING GRAPHIC SCREEN SHALL CONTAIN LINKS TO ALL ALARMS, REPORTS, SCHEDULES,HISTORY, AND USER SERVICE.

21. A BAS ALARM IS GENERATED WHENEVER THE SUPPLY FAN FAILS TO RESPOND TO ON-OFF COMMANDS.

AIR HANDLING UNIT - OCCUPIED LIMITS

THE SYSTEM SHALL BE AUTOMATICALLY STARTED AND STOPPED BY THE DDC SYSTEM WHENEVER THEHAND-OFF-AUTOMATIC SWITCH IS IN THE AUTOMATIC POSITION, AND MANUALLY STARTED AND STOPPED INTHE HAND AND OFF POSITIONS, RESPECTIVELY. THE AIR HANDLING UNIT SHALL BE SUBJECT TO THESAFETIES AND INTERLOCKS.

THE BAS SHALL COMMAND THE SUPPLY FAN ON AND OFF BASED ON A TIME SCHEDULE OCCUPANCY. (0600 -ON ; 1800 - OFF)(ADJ.)

A STATIC PRESSURE SENSOR SHALL BE LOCATED IN THE MAIN SUPPLY DUCT APPROXIMATELY 2/3 OF THELENGTH FROM THE SUPPLY FAN DISCHARGE. UPON SUPPLY FAN STARTUP, THE BAS WILL RAMP THEVARIABLE SPEED DRIVE UNTIL THE STATIC PRESSURE READING MATCHES THE STATIC SETPOINT (ADJ.). THEBAS SHALL MODULATE USING A 4-20 MA SIGNAL, THE SUPPLY FAN VARIABLE SPEED DRIVE TO MAINTAIN THEDUCT STATIC PRESSURE TO THE STATIC SETPOINT (ADJ.).

THE BAS SHALL COMMAND THE OUTDOOR AIR DAMPERS TO 100% OPEN WHEN THE UNIT IS ENGAGED. THEBAS SHALL MODULATE THE OUTDOOR AIR DAMPER FOR AHU 1-2 TO MAINTAIN OUTDOOR AIR FLOWSETPOINT. IF THE OUTSIDE AIR CANNOT REACH SET POINT WITH THE OUTSIDE AIR DAMPER 100% OPEN, THECONTROLLER SHALL MODULATE THE RETURN TOWARDS THE CLOSED POSITION UNTIL THE OUTSIDE AIR SETPOINT IS REACHED. THE RETURN DAMPER SHALL HAVE A MINIMUM POSITION OF 25% (ADJ.)

WHEN THE SUPPLY FAN STATUS IS OFF, THE BAS SHALL COMMAND OUTSIDE AIR DAMPER CLOSED.

THE DDC SYSTEM SHALL MODULATE THE CHILLED WATER VALVE TO MAINTAIN 55°F (ADJ.) SUPPLY AIRTEMPERATURE SETPOINT.

THE DDC SYSTEM SHALL MONITOR THE MIXED AIR TEMPERATURE, CLOSE THE OUTSIDE AIR DAMPER IF THEMIXED AIR TEMPERATURE DROPS BELOW 36°F, AND STOP THE FAN.

THE HVAC SYSTEM SHALL BE SHUT DOWN WHEN THE BUILDING SMOKE DETECTION SYSTEM SENSESSMOKE. THE SMOKE DETECTION SYSTEM WILL BE WIRED DIRECTLY TO THE SUPPLY FAN VARIABLEFREQUENCY DRIVE PANELS TO SHUT THE SUPPLY FANS OFF. A BAS ALARM IS GENERATED WHENEVER ASMOKE CONDITION IS SENSED.

AIR HANDLING UNIT - UNOCCUPIED LIMITS

NIGHT LOW LIMIT (1800-0600): WHEN THE BAS SCHEDULE IS IN THE UNOCCUPIED MODE, AND THE ROOMTEMPERATURE FALLS BELOW THE UNOCCUPIED LOW LIMIT SETPOINT, 55°F, (ADJ.) THE SUPPLY FAN UNITSHALL BE COMMANDED ON AND SHALL CONTINUE TO RUN UNTIL THE ROOM TEMPERATURE RISES BY 2°F(ADJ).

WHEN THE BAS SCHEDULE IS IN THE UNOCCUPIED MODE, AND THE ROOM TEMPERATURE RISES ABOVE THEUNOCCUPIED HIGH LIMIT SETPOINT, 84°F (ADJ.) THEN THE UNIT SHALL BE COMMANDED ON AND SHALLCONTINUE TO RUN UNTIL THE ROOM TEMPERATURE FALLS 2°F (ADJ.).

EACH VARIABLE AIR VOLUME BOX CONSISTS OF A ROOM SENSOR, A SUPPLY DAMPER WITHAN OVER THE SHAFT DIRECT DIGITAL CONTROLLER, MODULATING INTEGRAL DAMPER MOTORWITH QUICK RELEASE, INTEGRAL DIFFERENTIAL PRESSURE SENSOR, HOT WATER REHEAT COIL,AND A FLO-CROSS WITH A SIGNAL AMPLIFYING AIR FLOW SENSOR. THE TEMPERATURE CONTROL SHALLUTILIZE PROPORTIONAL, INTEGRAL, AND DERIVATIVE (PID) ALGORITHMS. EACH VAV BOX SHALL INCLUDEMAXIMUM AND MINIMUM (COOLING AND HEATING) FLOW SETTINGS (CFM) AND ROOM TEMPERATURECONTROL. THE VAV BOX SHALL BE CONTROLLED THROUGH THE BAS AS FOLLOWS:

1. UNOCCUPIED MODE

A. WHEN THE CENTRAL AIR HANDLING UNIT IS OFF, THE CONTROLLER SHALL COMMAND THEVAV SUPPLY AIR DAMPER CLOSED.

B. WHEN THE CENTRAL AIR HANDLING UNIT IS OFF, THE CONTROLLER SHALL COMMAND THEHOT WATER VALVE SHUT.

C. IF THE ROOM TEMPERATURE FALLS BELOW 55° F (ADJ.), THE CONTROLLER SHALLENERGIZE THE SYSTEM AND THE HOT WATER VALVE SHALL MODULATE OPEN. THE

SYSTEM SHALL REMAIN ENGAGED UNTIL THE ROOM TEMPERATURE RISES BY 2°F (ADJ.)

D. IF THE ROOM TEMPERATURE RISES ABOVE 84°F (ADJ.), THE CONTROLLER SHALLENERGIZE THE SYSTEM. THE SYSTEM SHALL REMAIN ENGAGED UNTIL THE ROOMTEMPERATURE DROPS BY 2°F (ADJ.)

2. OCCUPIED MODE

A. THE CONTROLLER SHALL SCHEDULE THE VAV TO OCCUPIED MODE. THE CENTRAL AIRHANDLING UNIT MUST BE RUNNING BEFORE THE VAV WILL OPERATE IN THE OCCUPIED MODE.

B. COOLINGi. THE CONTROLLER SHALL MODULATE THE VAV SUPPLY AIR DAMPER TO MAINTAIN

ROOM TEMPERATURE OF 76°F (ADJ.) THROUGH THE VAV ROOM SENSOR ASWELL AS THE CONTROLLER.

ii. THE SUPPLY DAMPER SHALL BE MODULATED TOWARDS THE MAXIMUM POSITIONAS THE ROOM TEMPERATURE RISES ABOVE THE SETPOINT AND SHALL BEMODULATED TOWARDS THE MINIMUM POSITION AS THE ROOM TEMPERATUREDROPS BELOW THE SETPOINT.

iii. THE VAV BOX SHALL OPERATE INDEPENDENT OF THE SUPPLY AIR PRESSURE.

C. HEATINGi. WHEN THE ROOM TEMPERATURE DROPS BELOW THE HEATING SETPOINT, THE

VAV BOX SHALL BE CONSIDERED TO BE IN THE HEATING MODE.

ii. THE CONTROLLER SHALL MODULATE VAV SUPPLY DAMPER TO MAINTAIN THEHEARTING FLOW (CFM).

iii. WHEN THE ROOM TEMPERATURE DROPS BELOW THE HEATING SETPOINT, THECONTROLLER SHALL MODULATE THE HOT WATER VALVE TO MAINTAIN THEHEATING SETPOINT OF 69°F (ADJ.) THROUGH THE VAV ROOM SENSOR. THECONTROLLER SHALL START TO MODULATE THE HOT WATER VALVE WHEN THETEMPERATURE DROPS BELOW 68°F. THE CONTROLLER SHALL MODULATE THEHOT WATER VALVE TO 100% WHEN THE TEMPERATURE DROPS BELOW THEHEATING SETPOINT BY 3°F (ADJ.).

GENERAL NOTES FOR CONTROL SYSTEMS AIR HANDLER SEQUENCE OF OPERATIONS VAV SEQUENCE OF OPERATION

No. 34088

STATE OF

GREGOR

Y PETERSON

PROFE

SSI O N A L E N

GI N

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F L O R I DA

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DAMIAN

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90322

FTEV 16-1183

38

M-701


6 SEP. 2017

HVAC

SEQ

UENC

E OF

OPE

RATI

ONS

JBS

GDP

29

TOTAL CONNECTED AMPS

11

29

37

4139

3335

31

19

2527

2321

1517

13

BREAKER INTERRUPTING CAPACITY:

EQUIPMENT SERVEDLIGHTING 101,102,103,104,105,111,112

3

79

5

CKT1

120/208V, 3 PHASE, 4W22,000

225 AMP M.L.O.

BREAKERTRIP

20POLE

1

12

A B C4.96 5.68 5.78

30

38

4240

3436

32

20

2628

2422

1618

14

EQUIPMENT SERVED

PANEL SCHEDULE

AMPS/PHASE

.9

CAMPS/PHASE

.8

.4

A.3

B A B

L2BREAKER

TRIPPOLEC1 20

CKT

4

810

6

2

BRACED FOR MINIMUM 22,000AMPS SYMMETRICAL

SURFACE MOUNTED

FIELD INSTALLED PANEL DIRECTORY SHALLINCLUDE FINAL ROOM DESIGNATIONS ASDIRECTED BY THE CONTRACTING OFFICER.DIRECTORIES SHALL INCLUDE COMPLETEINFORMATION AS REQUIRED BY NECPARAGRAPH 408.4

GENERAL NOTE

106,107 EMERGENCY LIGHTING 101,109RECEPT. 109 CONFERENCE ROOM .54 109 CONFERENCE ROOM 1.08 109 CONFERENCE ROOM .18 110 SEL OFFICE .72 111/112 UNISEX TOILET .36 ELECTRIC WATER COOLER .18 103 RECEPTION .9

1.08 104 XO

RECEPT. 105 CO.9.72 106 OPEN OFFICE

.36.36

.36.54

.54.36

.36.9

107 MECHANICAL.18

AHU3 251.1

1.11.1

VAV UNITS .1SPARE

SPACE

IIINOTE: ALL CIRCUITS SHALL HAVE SEPARATE NEUTRALS (SHARED NEUTRALS WILL NOT BE ALLOWED)

QUADRAPLEX RECEPTACLE MOUNTED 18" AFF UNLESS NOTED OTHERWISE

GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE MOUNTED ABOVE COUNTER

POWER PACK FOR OCCUPANCY SENSOR MOUNTED ABOVE CEILING. SEE LIGHTING CONTROL DETAILS.

MOMENTARY CONTACT SWITCH MOUNT 48" AFF

CONDUIT RUN CONCEALED ABOVE CEILING OR IN WALLS

HOMERUN TO PANELBOARD ANY CIRCUIT WITHOUT FURTHER DESIGNATION 2#12, 1#12 GRD, 1/2"C 3#12, 1#12 GRD, 1/2"C ETC.

CONDUIT RUN EXPOSED PARALLEL OR PERPENDICULAR TO BUILDING LINES

CEILING MOUNTED EXIT LIGHTSINGLE POLE LIGHTING SWITCH MOUNT 48" AFF

CEILING MOUNTED DUAL TECHNOLOGY OCCUPANCY SENSOR

OCCUPANCY SENSOR (DUAL TECHNOLOFY) WALL SWITCH MOUNT 48" AFF

DUPLEX RECEPTACLE. MOUNT 18" AFF UNLESS NOTED OTHERWISE

GROUND FAULT CIRCUIT INTERRUPTER RECEPTACLE MOUNTED 18" AFF UNLESS NOTED OTHERWISE

LINEAR CEILING MOUNTED LED LIGHTING FIXTURE

LINEAR CEILING MOUNTED FLUORESCENT LIGHTING OR LED FIXTURE CONNECTED TO EMERGENCY INVERTER. (SEE PLANS FOR

WEATHERPROOFWP

MOTOR

G

PANELBOARD

G

SMSosS

S

ELECTRICAL LEGEND

NOMINAL 2'X2' FLUORESCENT OR LED LIGHTING FIXTURE

NOMINAL 2'X2' FLUORESCENT OR LED LIGHTING FIXTURE WITH EMERGENCY TRANSFER RELAY

WEATHERPROOF LIGHTING SWITCHWPS

1

NOTE: ALL WIRE COUNTS INDICATED SHALL BE VERIFIED FOR FUNCTIONS INDICATED. CONDUCTOR QUANTITIES SHALL BE PROVIDED AS REQUIRED.COMBINE A MAXIMUM OF 3-120 VOLT CIRCUITS IN A SINGLE CONDUIT. ALL OTHERS CIRCUITS SHALL BE IN SEPARATE CONDUITS.1

FIXTURES REQUIRING EMERGENCY TRANSFER RELAYS)

DUPLEX RECEPTACLE MOUNT 6'-6" AFF FOR WALL MOUNTED TVTV

VARIABLE SPEED DRIVE SEE MECHANICALV

FB COMBINATION FLUSH FLOOR BOX/COMM OUTLET

CONDUIT RUN BELOW SLAB (CUT AND PATCH EXISTING FLOOR SLAB)

DSS DIGITAL SWITCH MOUNT 48" AFF

ROOM CONTROLLERRC

EXHAUT FAN SEE MECHANICALEF

EMERGENCY LIGHTING UNIT REMOTE HEAD

2

BASIS OF DESIGN HUBBELL PFBRG3 3-GANG BOX WITH 53826 COVERS. FURNISH WITH BRASS CARPET FLANGE AND ALL REQUIRED ACCESSORIESFOR A COMPLETE INSTALLATION.

2

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NO. 24338

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EXISTING PADMOUNTEDTRANSFORMER

EXISTING SECONDARY SERVICE

800/3MAIN

EXISTING MAIN C.B.

ADD 125/3 C.B.22,000 AIC

25/3

NEW FEEDER4#1, 1#6 GRD, 1 1/2"C

EXISTING 120/208V MAIN DISTRIBUTION PANEL MAITE TYPE CDP SERIES 6 SHOP ORDER #18-9759(MANUFACTURER DATE 7/78)

NEW PANEL L2

V 3

3#12, 1#12 GRD, 3/4"C

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PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90322

FTEV 16-1183

E-001100% DESIGN SUBMITTAL

6 SEPT. 2017

PANE

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NO SCALEE-001

3 POWER RISER DIAGRAM

30 38

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NOTES

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL

3500K

3500K

3500K

3500K

3500K

3500K

COLORTEMP

CRI

80

80

80

-

80

80

LUMENS

3100

4000

2800

-

2500

4000

WATTAGE

3

32

40

32

MOUNTING

RECESSED

RECESSED

RECESSED

CEILING OR WALL

SURFACE

SURFACE

VOLTAGE

UNV

UNV

UNV

UNV

UNV

UNV

NUMBER & TYPEOF LAMPS

LED

LED

LED

LED

LED

LED

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL

SEE DETAIL

STYLE NO.AND TYPE

FIXTURESYMBOL

X

L22

L24B

L24A

LWA

LWB

LIGHTING FIXUTRE SCHEDULE

22

30

NOTES

1. SEE EMERGENCY LIGHTING SYSTEM RISER DIAGRAM FOR BATTERY PACK AND REMOTE HEAD REQUIREMENTS.

2. SEE KEY NOTE 3 SHEET E-102 FOR EXISTING STAIR EMERGENCY LIGHTING UNIT REQUIREMENTS.

LUMINAIRE REQUIREMENTS1. HOUSING-DIE-FORMED, COLD-ROLLED STEEL, WITH REINFORCEMENT RIBS FOR RIGIDITY. ENDCAPS SECURED WITH TABS, SCREWS OR RIVETS. FIXTURE SHALL NOT PERMANENTLY DEFORM OUT OF "SQUARE" WHEN PICKED UP FROM ANY CORNER.2. FINISH-MULTI-STAGE PHOSPHATE BONDING TREATMENT FINISHED WITH HIGH REFLECTANCE (MINIMUM 85%), BAKED WHITE ENAMEL FINISH.3. REFLECTORS-SMOOTH REFLECTOR WITH WHITE FINISH.4. L24A FIXTURE 3100 LUMENS, 35K, 90 CRI. L24B FIXTURE 4000 LUMENS, 35K, 90 C RI.5. BASIS OF DESIGN CREE CR24 SERIES.6. 10 YEAR WARRANTY.7. CERTIFICATION UL LISTED AND LABELED.8. ROOM 109 REQUIRES 0-10V DIMMING.

4.75"

LUMINAIRE REQUIREMENTS1. HOUSING-DIE-FORMED, COLD ROLLED STEEL, WITH REINFORCEMENT RIBA FOR RIGIDITY. ENDCAPS SECURED WITH TABS, SCREWS OR RIVETS. FIXTURE SHALL NOT PERMANENTLY DEFORM OUT OF "SQUARE" WHEN PICKED UP FROM ANY CORNER.2. FINISH-MULTI-STAGE PHOSPHATE BONDING TREAMENT FINISHED WITH HIGH REFLECTANCE (MINIMUM 85%) BAKED WHITE ENAMEL FINISH.3. REFLECTORS-SMOOTH REFLECTOR WITH WHITE FINISH.4. 2800 LUMENS, 35K, 90 CRI.5. BASIS OF DESIGN CREE CR22 SERIES.6. 10 YEAR WARRANTY.7. CERTIFICATION UL LISTED AND LABELED.

4.75"

8.25" NOMINAL

12" NOMINALLUMINAIRE REQUIREMENTS1. HOUSING-DIE-CAST ALUMINUM OR HIGH-IMPACT, UV-STABILIZED, INJECTION- MOLDED THERMOPLASTIC. SINGLE OR DOUBLE-FACED AS INDICATED.2. FINISH WHITE.3. LETTERS/CHEVRONS-MINIMUM 6" HIGH WITH 3/4" STROKE. RED LETTERS AS INDICATED. PROVIDE CHEVRONS AS INDICATED EITHER LEFT, RIGHT OR BOTH DIRECTIONS AS INDICATED. CHEVRONS PUNCHED OUT THROUGH HOUSING AS REQUIRED.4. INPUT SHALL BE AC/DC (24 VDC) DC INPUT FROM EMEGENCY UNIT BATTERY PACK.5. MOUNTING-UNIVERSAL MOUNTING KIT FOR CEILING, WALL OR END-OF-FIXTURE MOUNTING.6. ILLUMINATION-PROVIDED BY WHITE HIGH-OUTPUT LEDS INSIDE OF FIXTURE HOUSING. PROVIDE POLYSTYRENE DIFFUSER IN COLOR INDICATED WITH FREQUENCY-MATCHED SILKSCREEN COATING FOR MAXIMUM LED LIGHT OUTPUT.7. BASIS OFDESIGN SIGNTEX RPR-RE SERIES WHITE FINISH WITH RED LETTERS.

NOTES:1. COLD ROLLED STEEL HOUSING.2. ACRYLIC LENSE.3. PRE PAINTED WHITE FINISH.4. 6223 LUMENS, 80 CRI, 3500K (LED) 52 WATTS.5. BASIS OF DESIGN CREE LS-FD SERIES.6. 10 YEAR WARRANTY.

48"

2.5"

3"

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90322

FTEV 16-1183


6 SEPT. 2017

LIGH

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FIX

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DET

AILS

MLYNARCZYK

KLOCKE

NO SCALEE-002

3

DIRECT/INDIRECT RECESSED 2'X4'LED FIXTURE MARKS L24A, L24B

NO SCALEE-002

1

DIRECT/INDIRECT RECESSED 2'X2'LED FIXTURE MARK L22

NO SCALEE-002

2 LED EXIT LIGHT FIXTURE MARK X NO SCALEE-002

4 FIXTURE MARK LWA, LWB

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R.J

EKCOLKI.NHO

NO. 24338

STATE OF

J

PROFESSION ENG

INEER

F L O R I D A

AL

AREA OF RENOVATIONSEE 1/4" SCALE PLANS

KEY NOTES

REINSTALL 2-EXISTING FIBER CABLES AND INSTALL 2-NEW FIBER CABLESFOR NEW SIPR OUTLETS IN RENOVATED AREA.

REINSTALL 2-EXISTING FIBER CABLES.

RETERMINATE EXISTING FIBER CABLES.

NEW 3" PDS CONDUIT WITH 2-FIBER CABLES FOR SIPR OUTLETS IN RENOVATED AREAS.

1

EXISTING MAINDISTRIBUTIONPANEL MA

EXISTING FIRE ALARM ANDMASS NOTIFICATIONS PANEL

UP TO2ND FLOOR

NEW 1" PDSCONDUIT

EXISTING 3/4"PDS CONDUIT

EXISTING PDS JUNCTION BOXNEW 1" PDS CONDUIT1 NEW 3/4" PDS CONDUIT 2

NEW PDSJUNCTIONBOX

EXISTING PDS ANDJUNCTION BOX ANDSIPR LOCK BOX 3

4

2

3

4

PDS CONDUIT FROM 1ST FLOOREXISTING SIPRNET IPS CONTAINERTO BE REPLACED BY THE GOVERNMENT

NEW 1"CONDUIT(PDS)

DOWN TO 1ST FLOOR 1EXISTING COMM RACK

1E-003

NEW IPS CONTAINER(FURNISHED AND INSTALLEDBY THE GOVERNMENT)

EXISTING IPS CONTAINEDTO BE REPLACED BY THEGOVERNMENT

REWORK 4-EXISTING 3/4"CONDUITS (AND CABLES)INTO NEW IPS CONTAINERJUNCTION BOX 1

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1ST

& 2N

D FL

OOR

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TRIC

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LANS

MLYNARCZYK

KLOCKE

1/8" = 1'-0"E-003

1 OVERALL 1ST FLOOR ELECTRICAL PLAN

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

PLANNORTH

1/8" = 1'-0"E-003

2 2ND FLOOR ELECTRICAL PLANPLAN

NORTH

KEY NOTES

EXISTING FLOOR PENETRATION MAY BE REUSED.PROVIDE FIRE CAULKING FOR ALL PENETRATIONS.(3-EXISTING)

1

NO SCALEE-003

3 ELEVATION

ELEVATION KEY NOTES AND GENERAL NOTES

1. COORDINATE ALL WORK WITH THE GOVERNMENT. WORK SHALL BE SCHEDULED WITH THE CONTRACTING OFFICER AND WILL REQUIRE WORK OUTSIDE OF NORMAL BUSINESS HOURS.

2. CONDUITS SHALL BE RUN AS A PDS (PROTECTED DISTRIBUTION SYSTEM) ALL CONDUIT JOINTS SHALL BE EPOXIED. ALL JUNCTION BOXES SHALL HAVE PAD LOCK PROVISIONS.

3 OF THE 4 CONDUITS CONTAIN FIBER CABLES. PULL CABLES BACK TO 1ST JUNCTION BOX AND THEN REINSTALL IN THE REWORKED CONDUIT SYSTEM. RETERMINATE 48 STRANDS OF FIBER IN THE NEW IPS CONTAINER. THE 4TH CONDUIT CONTAINS A CAT 6 NIPR CABLE. PULL NEW CABLE FROM EXISTING 2ND FLOOR COMM RACK AND RETERMINATE ON EXISTING COMM RACK PATCH PANEL AND IN NEW IPS CONTAINER.

1

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PROFESSION ENG

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S S S S S S

SSSSSSS

F

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S

S

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1

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SS

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F F

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S

F

S

S

H F

2

F S

SSS

3

J

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S S S S

SSSS

F F

F F F F

WAPWAP

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FTEV 16-1183


6 SEPT. 2017

ELEC

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EMOL

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AN

MLYNARCZYK

KLOCKE 1/4" = 1'-0"E-101

1 ELECTRICAL DEMOLITION PLAN

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

PLANNORTH

DEMOLITION LEGEND

REMOVE EXISTING FLUORESCENT LIGHTING FIXTURE

REMOVE EXISTING INCANDESCENT LIGHTING FIXTURE

REMOVE EXISTING EXIT LIGHT

REMOVE EXISTING LIGHTING SWITCH

REMOVE EXISTING DUPLEX RECEPTACLE

REMOVE EXISTING TELEPHONE/DATA OUTLET. REMOVEALL WIRING COMPLETE BACK TO THE EXISTING FIRSTFLOOR COMM ROOM.

S

F

GENERAL NOTES

1. REMOVE ALL ASSOCIATED CIRCUITS BACK TO SOURCE FOR EQUIPMENT WHICH IS TO BE REMOVED. REMOVE ALL CONDUIT WHERE ACCESSABLE.

2. THE EXISTING BUILDING FIRE ALARM/MASS NOTIFICATION SYSTEM MUST REMAIN OPERATIONAL DURING CONSTRUCTION (FOR ALL AREAS OUTSIDE OF THE RENOVATION AREA) PRIOR TO START OF WORK A PREWORK REPORT SHALL BE PROVIDED BY THE CONTRACTOR TO DETERMINE IF SYSTEM CONDITIONS PRIOR TO START OF WORK.

3. SEE MECHANICAL DEMOLITION PLAN FOR EQUIPMENT TO BE REMOVED. REMOVE ALL ASSOCIATED CIRCUITS.

4. THE DEMOLITION PLAN INDICATES THE GENERAL EXTENT OF OUTLETS, FIXTURES, ETC. TO BE REMOVED. ALL EXISTING OUTLETS, FIXTURES, ETC. INCLUDING CIRCUITS SHALL BE REMOVED COMPLETE. WHERE REMOVALS AFFECT EQUIPMENT OR OUTLETS OUTSIDE OF THE RENOVATION AREA MAKE PROVISIONS FOR CONTINUITY OF SERVICE.

REMOVE EXISTING FIRE ALARM/MASS NOTIFICATIONSYSTEM SPEAKER STROBE

REMOVE EXISTING FIRE ALARM PULL STATION

REMOVE EXISTING CEILING MOUNTED SPEAKER

REMOVE EXISTING JUNCTION BOX

REMOVE EXISTING WALL BRACKET FLUORESCENTLIGHTING FIXTURE

REMOVE EXISTING SPECIAL OUTLET

F

S

1

J

KEY NOTES

EXISTING SPEAKER STROBES MAY BE REUSED FOR NEW WORK. ASSUMETHAT 75% OF EXISTING ARE FUNCTIONAL FOR PRICING PURPOSES. TESTALL EXISTING DEVICES FOR PROPER OPERATION PRIOR TO START OFDEMOLITION.

EXISTING PANELBOARD TO REMAIN. REMOVE ALL CIRCUITS IN DEMOLITIONAREA BACK TO SOURCE.

REMOVE EXISTING LAUNDRY PANEL INCLUDING FEEDER AND BRANCH CIRCUITS.

1

2

3

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MS

MS MS

os

os DSMS

os

os

LWA

LWB

LS

LS

L24B

L24B L24B

L24B L24B

L24B

L24A L24A L24A L24A L24A

L24AL24AL24AL24A

L24A

L22

L22 L22 L22

L24AL24AL24AL24A

L24A L24A L24A L24A

L24AL24AL24AL24A

L24A L24A L24A L24A

L24A

L24A

L22

L22 L22 L22 L22 L22

LV

LVLV

LV

LV

LV

L2-1

MS

LV

LV

LV

LV

LV

LV

LV

LV

L2-7 EXISTING EXTERIORLIGHTING FIXTURETO REMAIN

EF

EF

RH RH

1

RHRH

EF

RH

RH RH RH

L2-3

NEW PANEL L2

NEW EMERGENCY LIGHTINGUNIT BATTERY PACK

1

23456

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E

LWA

E100

103104 105

106

107109

111

112

101

RC

2

a

a

a a aa

a

a

c c c c

c c

cccc

bb b b

b

dddd

d

d d

ddddd

INDICATES CONTROLLED BYOCCUPANCY SENSOR "c" (TYPICAL)

INDICATES EMERGENCY LIGHTINGUNIT REMOTE HEAD. SEE SCHEMATICTHIS SHEET (TYPICAL)

3

100101102103104105106107109110111112

LOBBYCORRIDORJANITORRECEPTIONXOCOOPEN OFFICEMECHANICALCONF. ROOMSEL OFFICEUNISEX TOILETUNISEX TOILET

ROOM SCHEDULELIGHTINGCIRCUIT L2-5

RH RH RH

101

RH RH RH

106

RH RH

109

2#14, 1/2"C, 12 VDC NORMALLY OFF (TYPICAL)

DC INPUT TO EXIT LIGHTS (CONSTANT ON)

TYPICAL REMOTE HEAD. FLUSH MOUNTEDWHITE FINISH WITH 24 VDC, 7 WATT LED LAMP.BASIS OF DESIGN SIGNTEX MLD-RE SERIES. PROVIDEWITH 3-NORMALLY OFF CIRCUITS FOR RH FIXTURESAND 1-NORMALLY ON CIRCUIT FOR EXIT LIGHTS.

EMERGENCY UNIT BATTERY PACK.120V INPUT, 24 VDC OUTPUT, 100 WATTSRATING (90 MINUTES) BASIS OF DESIGNSIGNTEX CBL SERIES WITH LCD DISPLAYSCREEN WITH DIAGNOSTICS.

os

~~LVLVLVLV

LV

LV

0-10 VOLT WIRING INCONDUIT TO FIXTURES (TYPICAL)

ROOM CONTROLLER WITH DIMMINGBASIS OF DESIGN WATTSTOPPER LMRC-211

OCCUPANCY SENSOR (PLAN SYMBOL )BASIS OF DESIGN WATTSTOPPER LMDC-100

DIGITAL SWITCH WITH 4-SCENE BUTTONS AND RAISELOWER. BASIS OF DESIGN WATTSTOPPER LMSW-105(PLAN SYMBOL SDS )

LOW VOLTAGEWIRING IN CONDUIT

120V CIRCUIT ~

POWER PACK (PLAN SYMBOL )BASIS OF DESIGN WATTSTOPPER BZ-150

TYPICAL LIGHTING FIXTURES

OCCUPANCY SESNOR (PLAN SYMBOL )BASIS OF DESIGN WATTSTOPPER DT-300

MOMENTARY CONTACT TOGGLE SWITCH(PLAN SYMBOL SMS)



os

120V CIRCUIT

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LIGH

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PLA

N

MLYNARCZYK

KLOCKE

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

PLANNORTH

1/4" = 1'-0"E-102

1 LIGHTING PLAN

KEY NOTES

FIXTURES IN ROOM 109 REQUIRE 0-10V WIRING FROMROOM CONTROLLER TO EACH FIXTURE (2#16, 1/2"C)

EXISTING LIGHTING TO REMAIN.

REPLACE EXISTING EMERGENCY LIGHTING UNIT BATTERYPACK. RECONNECT TO EXISTING CIRCUIT. BASIS OF DESIGNLIGHTALARMS CAM-SD-OW-H.

1

NOTE

-SEE SCHEMATIC THIS SHEET FOR WIRING TO REMOTE HEADS ( RH) AND DC WIRING TO EXIT LIGHTS.

NO SCALEE-102

3 EMERGENCY LIGHTING SYSTEM RISER DIAGRAM

NO SCALEE-102

4 LIGHTING CONTROL SCHEMATIC ROOM 109 NO SCALEE-102

5 TYPICAL LIGHTING CONTROL SCHEMATICTYPICAL FOR ROOMS 103, 104, 105, 110 AND 106 (NORTH & SOUTH SIDES OF ROOM 106)

2

3

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EKCOLKI.NHO

NO. 24338

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G

NEWPANEL L2

G48"

G 48"

NEW EMERGENCYLIGHTING UNITBATTERY PACK

AHU 5 H.P., 208V,3 PHASE, SEE RISER.

G

L2-99

9

9

L2-11

1111

11

11

11

11

L2-13

13

L2-15

15

15

15

15

L2-17

17

17

L2-19

19

L2-21

2121

21

21

21

L2-23

23

2323

23

23

23

L2-2

2

2

2

2

2

L2-4

44

4

4

L2-6

6

L2-8

8

L2-10

10

L2-12 12

12

12

L2-1414

14

14L2-16

16

L2-18

18

L2-20

20

20

20

2020

L2-22

22

1086

1816

11TV

D4

CUT AND PATCH EXISTINGFLOOR. SEE ARCHITECTURALFOR FLOOR CUT.

FB

1

23456

78

A

C

D

B

E

VAVVAV

VAV

VAV VAV

L2-25INDICATES VAV UNIT. PROVIDE120V CIRCUIT FOR CONTROLS(TYPICAL)

E100

102

111

112

110

103 104 105

101

106

107

109

3

17

2

2

1

18 16

108

100101102103104105106107109110111112


ROOM SCHEDULE

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POW

ER P

LAN

MLYNARCZYK

KLOCKE

1/4" = 1'-0"E-103

1 POWER PLAN

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

PLANNORTH

KEY NOTES

PROVIDE CONNECTION FOR LOCAL TEMPERATURE CONTROLPANEL. COORDINATE WITH MECHANICAL CONTRACTOR.

COORDINATE LOCATION WITH MECHANICAL CONTRACTOR TOMAINTAIN CODE CLEARANCES.

1

2

35 38

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F

F

M

M

MEXISTING PULL STATION

F/M F/M F/M

F/M

F/M

F/M

F/M

F/M

F/M

F

EXISTING MASS NOTIFICATIONLOCAL OPERATING CONSOLE

D R

D S

FR

1

23456

78

A

C

D

B

E

E100

102

103 104 105

106

107

109

110

101

111

112

AHU

F/M

F/M

F/M

F/M

EXISTING SPEAKER/STROBE

EXISTING FIREALARM DOORHOLDERS

EXISTING FIREALARM ANNUNCIATOR

F

EXISTING EXTERIOR SPEAKER

100101102103104105106107109110111112


ROOM SCHEDULE

FM FM

F

DS

DR

FR

F

~~

~

TO ADDITONALDEVICES, SEE PLAN.

TO ADDITONALDEVICES, SEE PLAN.INITIATING CIRCUIT

STROBE CIRCUIT

SPEAKER CIRCUIT

CONNECT TO AIR HANDLINGUNIT CONTROLS FOR FANSHUT DOWN

EXISTING FIRE ALARM/MASS NOTIFICATIONCONTROL PANEL(S) (FIRELITE MS9200UDLSCONTROL PANEL WITH WHEELOCK SAFEPATHMASS NOTIFICATION COMPONENTS)

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FIRE

ALA

RM/M

ASS

NOTI

FICA

TION

SYS

TEM

PLAN

MLYNARCZYK

KLOCKE 1/4" = 1'-0"E-104

1 FIRE ALARM/MASS NOTIFICATION SYSTEM PLAN

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

PLANNORTH

FIRE ALARM/MASS NOTIFICATION SYSTEM LEGEND

FIRE ALARM/MASS NOTIFICATION FLUSH CEILING MOUNTED SPEAKER/STROBE

FIRE ALARM/MASS NOTIFICATION WALL MOUNTED STROBE MOUNT 80" AFF

FIRE ALARM SYSTEM PULL STATION MOUNT 48" AFF

FIRE ALARM SYSTEM DUCT SMOKE DETECTOR IN SUPPLY AIR DUCT

FIRE ALARM SYSTEM DUCT SMOKE DETECTOR IN RETURN AIR DUCT

FIRE ALARM RELAY

FIRE ALARM SYSTEM SMOKE DETECTOR

F/M

F

F

DS

DR

FR

NO SCALEE-104

3 FIRE ALARM RISER DIAGRAM

1

KEY NOTES

EXISTING SPEAKER STROBES MAY BE REUSED. SEE DEMOLITION PLAN.1

36 38

(FLUSH WALL MOUNTED)

TYPICAL "D4" OUTLET(PLAN SYMBOL D4)

GREENGREEN

CAT 6 RJ45TELE/DATAJACK(TYPICAL)

GREEN GREEN

MOUNT 18" AFF UNLESS NOTED OTHERWISE

BLANK

DUPLEX LC

(PLAN SYMBOL S)TYPICAL "S" OUTLET

MOUNT INSIDELOCK BOX

CONNECTOR

ICENSEL

R.J

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NO. 24338

STATE OF

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F L O R I D A

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SYMBOL

S

D4

DESCRIPTION

SURFACE MOUNTED SIPRNET OUTLET IN LOCK BOX

FLUSH WALL MOUNTED TELECOMMUNICATIONS OUTLET TYPE D4

FLUSH FLOOR COMBINATION POWER/COMM FLOOR BOX

NO. OF CAT 6 ScTPJACKS (SHIELDED)

DUPLEX LC

(4) GREEN

(4) GREEN

NO. OF KEYEDFIBER LC CONNECTORS

-

-

-

NOTES

ROUTE 4-STRAND 62.5/125 MICRON MM FIBER CABLE IN PDS TO EXISTING

ROUTE 4-CAT 6 CABLES FOR EACH GREEN JACK TO PATCH PANEL IN NOCIPS CONTAINER IN 2ND FLOOR COMM ROOM (NOTE: 2-STRANDS ARE SPARE)

130 RACK UNC-3ROUTE 4-CAT 6 CABLES FOR EACH GREEN JACK TO PATCH PANEL IN NOC130 RACK UNC-3

TELECOMMUNICATIONS INFRASTRUCTURE CABLING SYSTEM LEGEND

ROUTE CABLES ON "J" HOOKSTO EXISTING COMM ROOM.CABLES SHALL BE PLENUMRATED CAT 6.

PROVIDE SMOOTHPLASTIC BUSHING

D4

STUB 1"C TO ACCESSABLELOCATION ABOVE CEILING

UNCLASSIFIED

IPS CONTAINED ON 2ND FLOOR

CLASSIFIED

J J

J

J

J

1"C

3/4"C 3/4"C

109110

NEW LOCK BOXESWITH SIPR OUTLETS

EXISTING LOCK BOXWITH SIPR OUTLET(S)

REPLACE EXISTING 3/4" CONDUITWITH 1" CONDUIT. SEE FLOOR PLAN.REINSTALL EXISTING CABLES ANDINSTALL NEW CABLES (SEE PLAN NOTE)

EXISTING PPS JUNCTION BOXES

48" TYPICAL

1"C

D4

4-CAT 6 CABLES

TYPICAL OUTLET

4-CAT 6DATA CABLES

EXISTING RACK/CABINET

INSTALL NEW CAT 6PATCH PANEL

UNCLASSIFIED SYSTEM

EXISTING IPS CONTAINERTO BE REPLACED BY THEGOVERNMENT 1

TERMINATE ONGFGI PATCH PANEL

MULTIMODE PLENUMRATED FIBER OPTICCABLE (62.5/125 MICRON)

S

TYPICAL OUTLET

CLASSIFIED SYSTEM1 THE CONTRACTOR WILL BE REQUIRED

TO RETERMINATE 48-STRANDS OF EXISTINGFIBER TO ALLOW INSTALLATION OF NEWCONTAINER. COORDINATE ALL WORK WITHBASE COMM VIA THE CONTRACTING OFFICER.

I A

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EOF

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PROJECT NUMBER:

BUILDING NUMBER:

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DESIGNED BY:

DATE:

90322

FTEV 16-1183

T-001100% DESIGN SUBMITTAL

6 SEPT. 2017

TELE

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NO SCALET-001

3 TELEPHONE/DATA CONDUIT RISER DIAGRAMS

NO SCALET-001

4 TELEPHONE/DATA SINGLE LINE DIAGRAMS

37 38

UP

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NO. 24338

STATE OF

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F L O R I D A

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D4 D4

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4" X 4" X 21/2" FLUSH BOXAT 6'-6" AFF. STUB 1"C TOABOVE CEILING AND ROUTE1"C TO FLOOR BOX.

1

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E100

102

103 104 105

106

107

109

110

112

111

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PROTECTED DISTRIBUTION SYSTEM (1" CONDUIT)

PDS JUNCTION BOX (TYPICAL)

3/4"C

100101102103104105106107109110111112


ROOM SCHEDULE

1"CEILING

UNISTRUT STAND OFF

1" OR 3/4" CONDUIT AS INDICATED

WALL

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OF

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REV

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AIR

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MAN

D1

SPEC

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OPER

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NS C

IVIL

ENG

INEE

R SQ

UADR

ONHU

RLBU

RT F

IELD

, FLO

RIDA

REN

OVA

TE B

UIL

DIN

G 9

0322

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90322

FTEV 16-1183

T-101100% DESIGN SUBMITTAL

6 SEPT. 2017

TELE

PHON

E/DA

TA S

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M PL

AN

MLYNARCZYK

KLOCKE 1/4" = 1'-0"T-101

1 TELEPHONE/DATA PLAN

SCALE: 1/4" = 1'-0"

0 2' 4' 8'

PLANNORTH

NO SCALET-101

2 TYPICAL PDS ROUTING

PDS NOTES:

1. ALL CONDUIT FITTINGS AND JOINTS MUST BE COMPLETELY FILLED WITH GRAY COLORED EPOXY (I.E. J.B. WELD) APPROXIMATELY 1/4" AWAY FROM EACH JOINT. DO NOT MARK OR PAINT THE CONDUIT IN ANY OTHER WAY.

2. JUNCTION AND OUTLETS BOXES-INSTALL 16 GAUGE STEEL BOXES WITH TAMPERPROOF HINGES AND HASP FOR GOVERNMENT FURNISHED HIGH SECURITY PAD LOCKS.

38 38

· P O O L P O O L P O OL P O O L P O O L MARY ESTHER, FLORIDA 9 0 3 2 9 0 3 2 3 9 0 3 2 6 IA R E...

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