· 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...
TRANSCRIPT
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MARY ESTHER, FLORIDA
90322
90323
90326
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
G-001100% DESIGN SUBMITTAL
1 38
6 September 2017
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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
�75.2
�140.0
�84.2
�60.1
22.5
19.3
17.8
22.5
19.3
17.8
�131.5
�65.9
�37.6
50.7
45.5
43.3
3
2
3
2
3
2
3
1
5
4
5 5
4
5
2
a
a a
a
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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90322
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100% DESIGN SUBMITTAL
6 September 2017
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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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DATE:
90322
FTEV 16!1183
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100% DESIGN SUBMITTAL
6 September 2017
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TOP OF EX. OPENING/INFILLFIELD VERIFY ELEVATIONS
#5x3'�0" DOWELS @ 24" O.C. (2�MIN.PER OPENING) EPOXIED 3" INTOEXISTING SLAB/SILL; GROUT FILLALL CELLS AND LAP #5 VERT.REINF WITH DOWELS AS SHOWN.
EX. SLAB ORCONCRETE SILL
INFILL OPENING TOMATCH EXISTING
PUNCH INSPECTIONHOLES TO ENSURE
PROPER GROUT FILL.
#5x1'�6" DOWELS @ 24" O.C. (2�MINIMUMPER OPENING) EPOXIED 3" INTO EXISTINGLINTEL BEAM. GROUT FILL ALL CELLS ANDLAP #5 VERT. REINF WITH DOWELS ASSHOWN.
2'�9
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EX. CONCRETE TIEBEAM OR OPENINGHEADER
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100% DESIGN SUBMITTAL
6 September 2017
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4'
4 38
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
CICID
CIPCJ
CLCLGCLRCMCMUCPTCOLCONCCONDCONSTRCONTCONTRCOR
CORRCOTR
CU FTCU YDDDETDFDIADIMDIVDSDWDWGEEFELELECELEVEQEQUIPEMER SHREWSEWCEXHEXISTEXT
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>ETELTHKTOCTOPTOSTVTYPUNOVERTVCTVTRWW/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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INTERIOR STUD WALL TYPES
WALL TYPE "3" WALL TYPE "4"
WALL TYPE "6"
WALL TYPE "1"
WALL TYPE "5" WALL TYPE "7"
WALL TYPE "2"
WALL TYPE "8" WALL TYPE "9"
WA L
L
EXST
.
WA L
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EXIS
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A LL
EXST
.
EXTERIOR WALL TYPES
WALL TYPE "A" WALL TYPE "B"
EXT .
WAL
L
EXIS
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EXT .
WAL
L
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WALL TYPE "C"
8"
4"1" 1"
1'-0 1
/8"
*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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WAL
L TY
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WALL TYPE SCHEDULEMARK DESCRIPTION
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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NEW WORKAREAEXISTING
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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DESIGNED BY:
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90322
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PLA
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1/4" = 1'-0"A-101
1 FIRST FLOOR PLAN - EXISTINGNORTHPLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
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NEW WORKAREA
EXISTING AREATO REMAIN
NEW WORKAREA
EXISTING AREATO REMAIN
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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
E
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
R IFY
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.
DEMOLITION NOTES I A
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DATE:
90322
FTEV 16-1183
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8 38
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DEMO
LITI
ON P
LAN
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1/4" = 1'-0"A-102
1 FIRST FLOOR PLAN - DEMOLITIONNORTHPLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
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CO105
XO104
RECEPTION103
OPENOFFICE
106
SELOFFICE
110
JANITOR102
RAMPDOWN
ELEVATOR
CORRIDOR101
EXISTINGWINDOWS WITHOPAQUE FILM
NEW WORKAREA
EXISTING AREATO REMAIN
NEW WORKAREA
EXISTINGAREA TOREMAIN
CONFERENCEROOM
109 MECHANICAL107
E
LOBBY
ELEV.EQUIP.
A
3
A-4011
102 103
104B 105
110
111
107
106B
4
3
3
3
4
444
4
4
2
2
6
6
A
A
A
1 TYP.
1
1
A
E
E
E
E
E
EWC
112
UNISEXTOILET
111
UNISEXTOILET
112
CM
A-40124
C
101
B
1
33
44
109
3
4
1
C
11
FEC
FE
FEC104A
4
C
FM
CELL PHONE LOCKER,(QTY 30) BASIS OFDESIGN - SALSBURY19000 SERIESEXISITING
SINK TOREMAIN
A-401 4
STORAGE
STORAGE STORAGE STORAGE
STORAGESTORAGESTORAGE
AEXISTINGWINDOWS WITHOPAQUE FILM
1
11
4
4
1 1
1
1
1
I-120 1
FRP1
102
103 104
106
107109110
111
112
TYP
101
9
A
PREPARE FLOOR AREA TO RECEIVE NEWFLOORING, INCLUDING FLOATING EXISTINGAREA TO MAKE LEVEL AS REQUIRED.
8
2
A SIM.
PROVIDEBLOCKING FORMOUNT
A AA
2
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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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-110100% DESIGN SUBMITTAL
9 38
6 September 2017
FIRS
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OOR
PLAN
TW
RR
1/4" = 1'-0"A-110
1 FIRST FLOOR PLANNORTHPLAN
NORTH
SCALE: 1/4" = 1'-0"
0 2' 4' 8'
AR94997
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ACREBOR
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09/06/17
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B
E
CO105
XO104
RECEPTION103
OPENOFFICE
106
SELOFFICE
110
UNISEXTOILET
111
JANITOR102
RAMP DOWN
ELEVATOR
CORRIDOR101
NEW WORKAREA
EXISTINGAREA TOREMAIN
NEW WORKAREA
EXISTINGAREA TOREMAIN
CONFERENCEROOM
109MECHANICAL
107UNISEXTOILET
112
LOBBY
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
4'-5"5'-0"
A-4012
15'-8
1/2"
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"
I A
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EOF
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DIN
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0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-111100% DESIGN SUBMITTAL
10 38
6 September 2017
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
EXISTINGAREA TOREMAIN
NEWWORKAREA
EXISTINGAREA TOREMAIN
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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EOF
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0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-150100% DESIGN SUBMITTAL
11 38
6 September 2017
REFL
ECTE
D CE
ILIN
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
3/4" PANEL WITH PLASTICLAMINATE FINISH, SEEINTERIORS, 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 PLASTICLAMINATE FINISH, SEEINTERIORS, 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
I A
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EOF
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0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-401100% DESIGN SUBMITTAL
12 38
6 September 2017
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
I A
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DIN
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0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-601100% DESIGN SUBMITTAL
13 38
6 September 2017
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
I A
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, FLO
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DIN
G 9
0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
A-602100% DESIGN SUBMITTAL
14 38
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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SPEC
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ENG
INEE
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UADR
ONHU
RLBU
RT F
IELD
, FLO
RIDA
REN
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DIN
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0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
I-120100% DESIGN SUBMITTAL
15 38
6 September 2017
FINI
SH S
CHED
ULE
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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DESIGNED BY:
DATE:
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FTEV 16-1183
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FIRS
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OOR
PLAN
- DE
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- FI
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DJM
FB
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FIRS
T FL
OOR
PLAN
- NE
W -
FIRE
PRO
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ION
DJM
FB
SCALE: 1/4"= 1'-0"
5' 5'0
N
N
No. 34088
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Y PETERSON
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S SI O N A L E N
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DAMIAN
UP
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
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8
A
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B
E
TEMPORARILY CAP (E)3" WASTE PIPINGTO CONNECT TO NEW PIPING
7887
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10
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BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
P-101
100% DESIGN SUBMITTAL
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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GREGOR
Y PETERSON
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F L O R I DA
L ICE NSE
DAMIAN
UP
(N)3"
(E)3"
3"
3"
2"
2"
P-1
P-2
P-3
(E)MOPSINK
P-1
P-2
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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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DATE:
90322
FTEV 16-1183
38
P-102
100% DESIGN SUBMITTAL
6 SEPT 2017
PLUM
BING
PLA
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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GREGOR
Y PETERSON
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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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RECEPTION103
OPENOFFICE
106
SELOFFICE
110
JAN.102
CORRIDOR101
CONFERENCEROOM
109MECHANICAL
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E
LOBBY
UNISEXTOILET
111
UNISEXTOILET
112
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DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
P-103
100% DESIGN SUBMITTAL
6 SEPT 2017
PLUM
BING
PLA
N - W
ATER
JOINER
GDP
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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S SI O N A L E N
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F L O R I DA
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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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DATE:
90322
FTEV 16-1183
38
P-104
100% DESIGN SUBMITTAL
6 SEPT 2017
SCHE
DULE
AND
RIS
ER D
IAGR
AM
JOINER
GDP
1 WASTE RISER
2 WATER RISER
21
No. 34088
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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
EOF
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
M-001
100% DESIGN SUBMITTAL
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
PROFE
SSI O N A L E N
GI N
EER
F L O R I DA
L ICE NSE
DAMIAN
UP
I A
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EOF
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
M-100
100% DESIGN SUBMITTAL
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
N
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
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
R
EOF
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
M-101
100% DESIGN SUBMITTAL
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
2
3
4
1
2
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
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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-102
100% DESIGN SUBMITTAL
6 SEP. 2017
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"
2
3
4
1
KEY MAPNOT TO SCALE
25
No. 34088
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Y PETERSON
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SSI O N A L E N
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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
I A
R
EOF
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DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
M-301
100% DESIGN SUBMITTAL
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
EER
F L O R I DA
L ICE NSE
DAMIAN
I A
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G 9
0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
M-501
100% DESIGN SUBMITTAL
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
SSI O N A L E N
GI N
EER
F L O R I DA
L ICE NSE
DAMIAN
I A
R
EOF
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DATE
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SHEET NUMBER:
OF
DESC
RIPT
ION
REV
#
REN
OVA
TE B
UIL
DIN
G 9
0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
M-601
100% DESIGN SUBMITTAL
6 SEP. 2017
SCHE
DULE
S
JBS
GDP
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
EER
F L O R I DA
L ICE NSE
DAMIAN
I A
R
EOF
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DATE
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SHEET NUMBER:
OF
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RIPT
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REV
#
REN
OVA
TE B
UIL
DIN
G 9
0322
PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
38
M-701
100% DESIGN SUBMITTAL
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
ICENSEL
R.J
EKCOLKI.NHO
NO. 24338
STATE OF
J
PROFESSION ENG
INEER
F L O R I D A
A L
T
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
I A
R
EOF
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DATE
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SHEET NUMBER:
OF
DESC
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REV
#
AIR
FORC
E SP
ECIA
LOP
ERAT
IONS
COM
MAN
D1
SPEC
IAL
OPER
ATIO
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
E-001100% DESIGN SUBMITTAL
6 SEPT. 2017
PANE
L SC
HEDU
LE, R
ISER
, LEG
END
MLYNARCZYK
KLOCKE
NO SCALEE-001
3 POWER RISER DIAGRAM
30 38
ICENSEL
R.J
EKCOLKI.NHO
NO. 24338
STATE OF
J
PROFESSION ENG
INEER
F L O R I D A
A L
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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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
E-002100% DESIGN SUBMITTAL
6 SEPT. 2017
LIGH
TING
FIX
TURE
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
31 38
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ICENSEL
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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BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
E-003100% DESIGN SUBMITTAL
6 SEPT. 2017
1ST
& 2N
D FL
OOR
ELEC
TRIC
AL P
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
32 38
UP
ICENSEL
R.J
EKCOLKI.NHO
NO. 24338
STATE OF
J
PROFESSION ENG
INEER
F L O R I D A
A L
S S S S S S
SSSSSSS
F
S
S
S
S
F
1
23456
78
A
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B
E
F
F
F
EF
SS
S
S
F
S
S
F F
S
F
F
S
F
S
S
H F
2
F S
SSS
3
J
J
F
S
S S S S
SSSS
F F
F F F F
WAPWAP
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
E-101100% DESIGN SUBMITTAL
6 SEPT. 2017
ELEC
TRIC
AL D
EMOL
ITIO
N PL
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
33 38
ICENSEL
R.J
EKCOLKI.NHO
NO. 24338
STATE OF
J
PROFESSION ENG
INEER
F L O R I D A
AL
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
78
A
C
D
B
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)
LOW VOLTAGEWIRING IN CONDUIT
LOW VOLTAGEWIRING IN CONDUIT
os
120V CIRCUIT
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
E-102100% DESIGN SUBMITTAL
6 SEPT. 2017
LIGH
TING
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
34 38
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ICENSEL
R.J
EKCOLKI.NHO
NO. 24338
STATE OF
J
PROFESSION ENG
INEER
F L O R I D A
A L
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
LOBBYCORRIDORJANITORRECEPTIONXOCOOPEN OFFICEMECHANICALCONF. ROOMSEL OFFICEUNISEX TOILETUNISEX TOILET
ROOM SCHEDULE
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BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
E-103100% DESIGN SUBMITTAL
6 SEPT. 2017
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
UP
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
LOBBYCORRIDORJANITORRECEPTIONXOCOOPEN OFFICEMECHANICALCONF. ROOMSEL OFFICEUNISEX TOILETUNISEX TOILET
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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BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90322
FTEV 16-1183
E-104100% DESIGN SUBMITTAL
6 SEPT. 2017
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
EKCOLKI.NHO
NO. 24338
STATE OF
J
PROFESSION ENG
INEER
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
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
APP'
D
SHEET NUMBER:
OF
DESC
RIPT
ION
REV
#
AIR
FORC
E SP
ECIA
LOP
ERAT
IONS
COM
MAN
D1
SPEC
IAL
OPER
ATIO
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-001100% DESIGN SUBMITTAL
6 SEPT. 2017
TELE
/DAT
A DE
TAIL
S
MLYNARCZYK
KLOCKE
NO SCALET-001
3 TELEPHONE/DATA CONDUIT RISER DIAGRAMS
NO SCALET-001
4 TELEPHONE/DATA SINGLE LINE DIAGRAMS
37 38
UP
ICENSEL
R.J
EKCOLKI.NHO
NO. 24338
STATE OF
J
PROFESSION ENG
INEER
F L O R I D A
AL
D4 D4
D4 D4
D4
D4D4 D4
D4
D4
D4
D4D4D4
D4
D4
D4
D4
D4
D4
D4D4
D4 D4 D4
D4FB
4" X 4" X 21/2" FLUSH BOXAT 6'-6" AFF. STUB 1"C TOABOVE CEILING AND ROUTE1"C TO FLOOR BOX.
1
23456
78
A
C
D
B
E
2T-101
PROTECTED DISTRIBUTION SYSTEM (1" CONDUIT)
E100
102
103 104 105
106
107
109
110
112
111
101
D4SS
PROTECTED DISTRIBUTION SYSTEM (1" CONDUIT)
PDS JUNCTION BOX (TYPICAL)
3/4"C
100101102103104105106107109110111112
LOBBYCORRIDORJANITORRECEPTIONXOCOOPEN OFFICEMECHANICALCONF. ROOMSEL OFFICEUNISEX TOILETUNISEX TOILET
ROOM SCHEDULE
1"CEILING
UNISTRUT STAND OFF
1" OR 3/4" CONDUIT AS INDICATED
WALL
I A
R
EOF
RCSP
EC
IA
AN
NP
ERL O
ATIO
M MSC
O
D
SHEET REFERENCE:
DATE
APP'
D
SHEET NUMBER:
OF
DESC
RIPT
ION
REV
#
AIR
FORC
E SP
ECIA
LOP
ERAT
IONS
COM
MAN
D1
SPEC
IAL
OPER
ATIO
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
YSTE
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