GENERAL 1 G-001 TITLE SHEET CIVIL HURLBURT FIELD, FLORIDA ...

MARY ESTHER, FLORIDA

Tully Street

Kissam Street

MAY

STR

EET

Downs Road

Walkup W

ay

Martin Luther K

ing

Downs Road

Kanuha Drive

Bartley Street

Mitchell Road

Independence Road

Terry

Ave

nue

McClean Street

Hartson Street

US98

Tully Street

Mai

nten

ance

Hau

l Roa

US98

Howie Walters Way

Lielmanis Avenue

US98

Kerw

ood

Roa

d

Cody A

venu

e

Lukasik Avenue

Tully Street

Red H

orse

Roa

d

Hamby Place

Westfall Circle

Bedel Street

Tully

St re

e t

Tully Street

Bennett Avenue

Cru

z Av

enue

Red Horse Road

Cru

z Av

enue

Frazier Street

Benn

ett A

venu

e

Bedel Street

Independence Road

Walkup W

ay

Corlew Road

McMillan Street

US98

Wea

ver A

venu

e

Schmauss Lane

Hume Drive

Clark Road

Gelshlager Street

Whitbeck Street

Cam

paig

ne S

treet

Purcell Drive

Cody Aven ue

US98

Independence Road

O'N

eil A

venu

e

US98

McIntosh Court

Hume Drive

Harrison Drive

Acha Drive

Hum

e Dr

ive

Walters Drive

Hodges Street

Lewis Drive

Hume Drive

Galvan Street

Bland Street

Hume Drive

Grimm Lane

unk

unk

Tully Street

Red Horse Road

Bakke Street

May

o St

reet

Bakke Street

Tupelo Circle

Red Horse Road

Simpson Avenue

Tully Street

Foxx

Ave

nue

Leto

urne

au C

ircle

Let ourneau Cir cle

90621

90600

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BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90621

55

G-001100% SUBMITTAL1

18 DEC 2017

TITL

E SH

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JGH

RCR

FTEV 16-1061

SOF ADD TO EOD BLDG 90621HURLBURT FIELD, FLORIDA

FTEV 16-1061

NORTH

BASE MAP

PROJECT SITE

INDEX OF DRAWINGSPAGE

NUMBERSHEET

NUMBER SHEET NAMEGENERAL

1 G-001 TITLE SHEET

CIVIL2 C-101 EXISTING CONDITIONS PLAN3 C-102 DEMOLITION & EROSION CONTROL PLAN4 C-103 CONTROL & STAKING PLAN5 C-104 GRADING & DRAINAGE PLAN6 C-105 UTILITY PLAN7 C-900 DETAILS8 C-901 DETAILS

STRUCTURAL9 S-001 GENERAL NOTES

10 S-002 GENERAL NOTES AND WIND INFORMATION11 S-101 SLAB-ON-GRADE AND FOUNDATION PLAN12 S-102 ROOF FRAMING PLAN13 S-401 FOUNDATION SECTIONS14 S-410 ROOF SECTIONS15 S-501 TYPICAL DETAILS16 S-502 TYPICAL DETAILS

ARCHITECTURAL17 A-001 LEGEND, NOTES, AND ABBREVIATIONS18 A-002 LIFE SAFETY PLAN19 A-101 EXISTING AND DEMOLITION PLANS20 A-110 FLOOR PLAN21 A-111 FLOOR PLAN - DIMENSIONS22 A-140 ROOF PLAN23 A-141 ROOF DETAILS24 A-142 ROOF DETAILS25 A-150 REFLECTED CEILING PLAN26 A-201 EXTERIOR ELEVATIONS27 A-202 EXTERIOR ELEVATIONS28 A-301 BUILDING SECTIONS29 A-310 WALL SECTIONS30 A-401 ENLARGED PLANS AND ELEVATIONS31 A-501 PLAN DETAILS32 A-601 DOOR SCHEDULE AND DETAILS33 A-602 DOOR DETAILS34 A-603 DOOR DETAILS

INTERIOR35 I-120 FINISH PLAN36 I-121 FINISH DETAILS AND SCHEDULES

FIRE PROTECTION37 FP-001 GENERAL FIRE PROTECTION INFORMATION38 FP-101 FIRE PROTECTION - NEW WORK

PLUMBING39 P-001 GENERAL PLUMBING INFORMATION40 P-101 PLUMBING WATER PLAN41 P-102 PLUMBING WASTE PLAN

MECHANICAL42 M-001 GENERAL MECHANICAL INFORMATION43 M-101 HVAC DEMOLITION PLAN44 M-102 FIRST FLOOR HVAC PLAN45 M-103 FIRST FLOOR PIPING PLAN46 M-501 MECHANICAL DETAILS47 M-601 MECHANICAL SCHEDULES

ELECTRICAL48 E-001 LEGEND, RISER DIAGRAM49 E-002 ELECTRICAL DETAILS50 E-101 ELECTRICAL DEMOLITION PLAN51 E-102 LIGHTING PLAN52 E-103 POWER PLAN53 E-104 FIRE ALARM PLAN

TELECOMMUNICATIONS54 T-001 TELE/DATA DETAILS55 T-101 TELEPHONE/DATA PLAN

HURLBURT MAIN GATE(NO COMMERCIAL ENTRY)

BLDG. 90905

FIRE DEPARTMENTBLDG. 90734

MARTIN LUTHER KINGJR. BLVD INTERSECTIONENTRANCE

PASS AND ID OFFICECOMMERCIAL VEHICLEINSPECTION ENTRANCE

HURLBURT EAST GATE (NOCOMMERCIAL ENTRANCE)

NORTH

CONTRACTORHAUL ROUTE

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

&@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

GF/CI

GLGLZGMSGDRGR LNGYP BDHBHCHDBDHDWHMHORIZHNDRLHTHVACIBCIDINCLINSULINTINVINV ELJSKITLAMLAVLHMMAXMECHMFRMHMINMISCMMMSMTMTDMTGMTLMWMULLNNATNICNOMNTSOCODOF/OI

OF/CI

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

ABBREVIATIONSOHOH DROPNGOPPPCFPCCPLPLAMPLYWDPRKGPSFPSIPTPVCQTRRARCPRDREBARREFREGREINFRETREVRFCPRFGRHRMROWSSCSCHEDSDSECTSFSHTSIMSPECSPKRSQSSSSTSTASTCSTDSTORSTRUCTSUSPSYMMSYST&BT&GTETELTHKTOCTOPTOSTVTYPUNOVERTVCTVTRWW/W/OWBWCWDWHWPWSCTWWR

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

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

PLANNORTH

A1011

SIM

101

A

A

1

2

3

4 A-200

101ROOM NAME

PLAN NORTH

TRUE NORTH A-2011

A-2011

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BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90621

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A-001100% SUBMITTAL17

18 DEC 2017

LEGE

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, AND

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FTEV 16-1061AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

UP

BREAKROOM103

CONFERENCEROOM

101RAISED

PLATFORM

STORAGE102

KITCHEN104

ADA WHEELCHAIRLIFT

BID OPTION 1

RISER105

HVAC / ELEC106

COVERED WALK AREA

OFFICE107

GYM108

EX. COMM.109

COMMON PATH OF TRAVEL = 56 FT

FEC

FEC

FEC

31'-2"1-2

11'-9"1-1

13'-1"1-3

2 REMOTE EXITS AREEXISTING FOR GYM AREA

LIFE SAFETY LEGEND

EXIT PATH NUMBER WITH SEGMENT TRAVELDISTANCE AND DIRECTION OF TRAVEL. SEEEXIT DISTANCE CHART FOR TOTAL EXITDISTANCES.

SEMI-RECESSED FIRE EXTINGUISHER CABINET WITH PORTABLE FIREEXTINGUISHER. REGULAR DRY CHEMICAL (SODIUM BICARBONATEBASED) FIRE EXTINGUISHER UL RATED ABC 20LB NORMAL CAPACITY.ENAMELED-STEEL CONTAINER.

FEC =

1-127' -6"

EXIT SIGN (SHADED REGIONINDICATES LIGHTED SIDE)

ROOM NAME / NUMBER DESIGNATION101

ROOM NAME

2 HOUR FIRE RATED WALL

LIFE SAFETY DATA - INTERNATIONAL BUILDING CODE 2015 EDITIONNATIONAL FIRE PROTECTION ASSOCIATION (NFPA) LIFE SAFETY CODE 101, 2015 EDITION

OCCUPANCY CLASSIFICATION:

OCCUPANCY LOAD CALCULATIONS:

CONSTRUCTION:

GROUP B - BUSINESS (IBC 304.1)

IBCTABLE 1004.1.2

BUSINESS = 100 GSF PER OCCUPANTASSEMBLY = 15 GSF PER OCCUPANT

HEIGHT AND AREA ALLOWANCES: IBC TABLE 504.3 & 506.2

STRUCTURAL FRAME =BEARING WALLS =

MAXIMUM DEAD END CORRIDOR: LSC 37.2.5.2 = 50 FT

MINIMUM NUMBER OF EXITS: LSC

MEANS OF EGRESS:

OCCUPANT LOAD:BREAKROOM (103) = 515 SF / 15 GSF = 34 OCCUPANTSCONFERENCE ROOM (101) = 1267 SF / 15 GSF = 84 OCCUPANTS

NON-BEARING WALLS =

EXTERIOR = 0 HOUR

FLOOR CONSTRUCTION = 0 HOURROOF CONSTRUCTION = 0 HOUR

0 HOUR

IBC TABLE 601 - TYPE II B (NON COMBUSTIBLE MATERIALS)

INTERIOR = 0 HOUREXTERIOR = 0 HOURINTERIOR = 0 HOUR

B (NON-SPRINKLERED) = 4 FLOORS, 55 FT HEIGHT, 23,000 S.F.

DESIGNED ADDITION (ASSEMBLY) = 1 FLOOR, 1,271 SFDESIGNED ADDITION (BUSINESS) = 1 FLOOR, 1,074 SFEXISTING BUILDING = 1 FLOOR, 6,752 SF

FIRE RATED CONSTRUCTION: IBC TABLE 601

OCCUPANT LOAD = 1-500 MINIMUM NUMBER OF EXITS = 2EXITS PROVIDED IN DESIGN = 3

COMMON PATH OF EGRESS TRAVEL: LSC 37.2.5.3 = 75 FT

MAXIMUM TRAVEL DISTANCE TO EXIT: LSC 37.2.6.2 B OCCUPANCIES = 150 FT

REQUIRED EGRESS WIDTHS = LSC 37.2.6.2 = 0.2" PER OCCUPANT

AUTOMATIC SPRINKLER SYSTEMS: YES, IN ADDITION

GROUP A-3 - ASSEMBLY

A = 3 FLOORS, 55 FT HEIGHT, 38,000 S.F.

PER LSC, 2015 EDITION

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90621

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LIFE

SAFE

TY P

LAN

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RCR

FTEV 16-1061SCALE: 1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"A-002

1 FLOOR PLAN - LIFE SAFETYPLAN

NORTH

DEMOLISHEXISTING WALLAND DOOR

DEMOLISH EXISTINGWALL AND DOOR &PREP AREA TORECEIVE NEW WALL 3'-

4"18

'-2"

3'-4"

11'-4

"3'-

4"2'-

0"

REMOVE LOWER PORTION OF EXISTINGDOWNSPOUT FOR INSTALLATION OF NEW RE-ROUTING DOWNSPOUT LINE TO NEWDISCHARGE LOCATION AROUND ADJACENTCORNER. REMOVE EXSTING CONCRETESPLASHBLOCK AND SALVAGE FOR RELOCATIONTO NEW DISCHARGE LOCATION.

REMOVE EXISTINGCOMM. POLE

NEW OPENING, PREP FORINSTALLATION OF NEWH.M. DOOR AND FRAME



REMOVE EXISTING SOFFITABOVE

BID OPTION 1

REMOVE EXISTING FLOORFINISH THIS AREA & PREP

AREA TO RECEIVE NEWFLOOR FINISH, SEE FLOOR

& FINISH SCHEDULE FOREXTENT

REMOVE GUTTER @ DOWNSPOUT@ AREA OF NEW ADDITION,VERIFY EXTENT OF DEMO PRIORTO CONSTRUCTION

1A-201

REMOVE GUTTER @ DOWNSPOUT@ AREA OF NEW ADDITION,VERIFY EXTENT OF DEMO PRIORTO CONSTRUCTION

EXISTING DOOR TO REMAIN

REMOVE EXISTING DOOR,FRAME AND HARDWARE

REMOVE EXISTING CONSTRUCTION(AS INDICATED WITH DASHED LINES)

EXISTING CONSTRUCTION TOREMAIN (AS INDICATED WITH LIGHTSOLID LINES)

GRAPHIC LEGEND

ROOM NAME / NUMBERDESIGNATION101

ROOM NAME

1. THE GOVERNMENT WILL REMOVE EQUIPMENT ASREQUIRED PRIOR TO THE BUILDING DEMOLITION.

2. REFER TO ELECTRICAL, PLUMBING AND MECHANICALDRAWINGS FOR ADDITIONAL DEMOLITIONREQUIREMENTS.

3. DEMOLISH PORTION OF EXISTING WALLS & ROOF TOACCOMMODATE NEW DUCTWORK, PIPING, CONDUITS,ETC. TO NEW ADDITION. REFER TO MECHANICAL,ELECTRICAL, PLUMBING AND FIRE PROTECTIONDRAWINGS.

DEMOLITION NOTES

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90621

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EXIS

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AND

DEM

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PLAN

S

JGH

RCR

FTEV 16-1061

1/8" = 1'-0"A-101

1 FLOOR PLAN - EXISTING 1/8" = 1'-0"A-101

2 FLOOR PLAN - DEMOLITIONPLAN

NORTHPLAN

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

0 4' 8' 16'AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

UP

3A-202

2A-201

2A-202

BREAKROOM103

CONFERENCEROOM

101

RAISEDPLATFORM

PS

STORAGE102

KITCHEN104

V V

REC

ADA WHEELCHAIR LIFT,GF/GI

BID OPTION 1

RISER105

HVAC / ELEC106

COVERED WALKAREA

PATCH ROOF DECKAND SEAL FLOOR @

REMOVED WALL

OFFICE107

GYM108

2A-301

1A-301

1

2

A

C.B

C.A

EX.1

C.1 C.2 C.3 C.4 C.5 C.6

106

103

107

102

101

108

103

106 105

102

107

101

101A

108

100

DS

DS

DS

DS

EDGE OF CANOPYABOVE (BID OPTION #3)

109

A-4013

EX. COMM.109

103A

A-5011

A-5012

NEW DOWNSPOUT @ RE-ROUTED LOCATION

EE

E

E

E

6'-0" X 6'-0" CONCRETE STOOP,SEE CIVIL / STRUCTURAL

5'-0" X 5'-0" CONCRETE STOOP,SEE CIVIL / STRUCTURAL

PATCH STUDS & GYPBOARD & PAINT @RELOCATED ELECTRICALPANEL LOCATION

DS

A2 2

2 3 1

A

A

A

4

3

3

33

11

4

3

DS

DS

MINIMUM 16'-0" WIDE SURFACEMOUNTED 16:9-10 FORMATPROJECTION SCREEN.COORDINATE BLOCKING PRIORTO CONSTRUCTION.PROJECTION SCREEN GF/GI

GRAPHIC LEGEND


ROOM NAME

NEW WALL CONSTRUCTION, SEE WALLCONSTRUCTION LEGEND, SHEET A-001

EXISTING WALL

V VENDING (GF/GI)

PSWALL MOUNTED PROJECTIONSCREEN (GF/GI)

EXISTING DOOR TO REMAINE

DS PREFINISHED METAL DOWNSPOUT W/CONCRETE SPLASHBLOCK

2 HOUR FIRE RATED WALL

FLOOR PLAN NOTES1. SEE WALL TYPE LEGEND THIS SHEET FOR WALLCONTRUCTION INFORMATION.

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

3. REFER TO WALL SECTIONS AND PLAN DETAILS FORSPECIFIC WALL DIMENSIONS TO COLUMN LINE ANDEXISTING CONSTRUCTION.

4. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGHTHE WALL AT A HEIGHT OF APPROXIMATELY 48”.COMPONENTS IN OR ON THE WALL ABOVE OR BELOW THISPLANE MAY NOT BE IDENTIFIED IN THIS PLAN VIEW. SEEELEVATION VIEWS FOR IDENTIFICATION OF ALL WALLCOMPONENTS AND OPENINGS.

WALL TYPES

WALL TYPE "3"

STC 40

3 5/8" GALVANIZED METAL STUDS AT 24 O.C. W/ ONE LAYER5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE WITH3" MINERAL FIBER INSULATION IN STUD CAVITY. EXTENDTO DECK ABOVE. SEAL ALL PENETRATIONS THRU WALLAND WALL PERIMETER.

WALL TYPE "1"

3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE.PARTITION TO EXTEND TO DECK ABOVE AND SEAL. SEAL ALLPENETRATIONS THRU WALL AND WALL PERIMETER.

WALL TYPE "4"2 HOUR FIRE RATED WALL UL# U415- 2 1/2" GALVANIZEDMETAL C-H STUDS AT 16" O.C. W/ TWO LAYER 5/8" TYPE "X"GYPSUM WALLBOARD ON ONE SIDE AND 1" GYPSUM LINERPANEL, W/ 1" THICK (MIN.) MINERAL WOOL INSULATION INCAVITY. METAL STUDS AND GYPSUM WALLBOARD TOEXTEND TO DECK ABOVE AND SEAL. SEAL ALLPENETRATIONS THRU WALL AND PERIMETER.

WALL TYPE "2"

3 5/8" GALVANIZED METAL STUDS AT 16" O.C. W/ ONE LAYER5/8" TYPE "X" GYPSUM WALLBOARD ON EACH SIDE.PARTITION TO EXTEND TO 6" ABOVE HIGHEST ADJACENTCEILING.

EXIS

TING

3 3/4"

1/2"

WALL TYPE "A"8" NOMINAL CONCRETE MASONRY UNITS WITH REINFORCINGPER STRUCTURAL DRAWINGS AND ALL CELLS GROUTEDSOLID, WITH FLUID APPLIED AIR/MOISTURE BARRIER. 4" X 8" X16" NOMINAL SPLITFACED BRICK VENEER, R-9 RIGIDINSULATION, 1 1/4" AIR SPACE. 2 1/2" GALVANIZED METALSTUDS AT 16" O.C. W/ ONE LAYER 5/8" TYPE "X" MOISTURERESISTANT GYPSUM WALLBOARD @ INTERIOR. METALSTUDS AND GYPSUM WALLBOARD TO EXTEND TO DECKABOVE AND SEAL. SEAL ALL PENETRATIONS THRU WALL ANDPERIMETER.

7 5/8"

6 3/8"

1'-2"

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DRAWN BY:

DESIGNED BY:

DATE:

90621

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18 DEC 2017

FLOO

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RCR

FTEV 16-1061

1/8" = 1'-0"A-110

1 FLOOR PLAN - NOTESPLAN

NORTHSCALE: 1/8" = 1'-0"

0 4' 8' 16'

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

0 4" 8" 1'-4"

KEY PLAN

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

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ACREBOR

RLT

12/18/17

UP

1

2

A

C.B

C.A

EX.1

C.1 C.2 C.3 C.4 C.5 C.6

BREAKROOM103

CONFERENCEROOM

101

RAISEDPLATFORM

STORAGE102

KITCHEN104

BID OPTION 1

RISER105

HVAC / ELEC106

OFFICE107

GYM108

46'-4

3/4"

9'-0"

6 3/8"

45'-4

" TO

FACE

OF

CMU

6 3/8"

50'-0" TO FACE OF CMU 6 3/8"

50'-6 3/8"

3'-4" 24'-8"

7'-1" 14'-5"

6'-5"

10'-9

"6'-

7 1/2"

EX. COMM.109

8"3'-4" 28'-4" 4'-4" 13'-4"

3'-4"

13'-4

"

2'-8"

5'-0"

3'-3"

17'-4

1/2"

11'-7

"

9'-5" 5'-0"

3'-4" 5'-2"

10'-0"

4'-6"

5'-0" 5'-0"

3'-4"

3'-6"

TYP.

9'-4"

10'-1

1"

1. REFER TO WALL SECTIONS AND PLAN DETAILS FORSPECIFIC WALL DIMENSIONS TO COLUMN GRID LINESAND EXISTING CONSTRUCTION.

2. SEE SHEET A-110 WALL CONSTRUCTION LEGEND FORWALL TYPE DESCRIPTIONS.

3. ALL DIMENSIONS ARE FROM FACE OF CMU, FACE OFSTUD, OR WHERE APPLICABLE, COLUMN GRIDLINE.

DIMENSION PLAN NOTES

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FLOO

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SION

S

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RCR

FTEV 16-1061

1/8" = 1'-0"A-111

1 FLOOR PLAN - DIMENSIONSPLAN

NORTH

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

0 4' 8' 16'

KEY PLANAR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

3A-202

2A-201

2A-202

2A-301

1A-301

1

2

A

2 1/4" / 1'-0"

2 1/

4" /

1'-0

"2

1/4"

/ 1'

-0"

C.B

C.A

EX.1

C.1 C.2 C.3 C.4 C.5 C.6

PREFINISHED METAL GUTTER

DS

DS

DS

PREFINISHED STANDING SEAMMETAL ROOF SYSTEM

BID OPTION #3: PRE-ENGINEERED, PREFINISHEDMETAL CANOPY SYSTEM W/ SIDE PANELSOVERLAPPING EXISTING & NEW ADJACENTGUTTERS. SLOPE TO NEW ADDITION GUTTER

1/4"

/ 1'

-0"

1/4"

/ 1'

-0"

CAP GUTTER @ NEW ROOF & ADJUST EXISTINGGUTTER TO ROUTE TO NEAREST EXISTINGDOWNSPOUT, VERIFY ROUTE OF EXISTINGGUTTER PRIOR TO CONSTRUCTION

1

A-141

3

A-142

CAP GUTTER @ NEW ROOF & ADJUSTEXISTING GUTTER TO ROUTE TO NEARESTEXISTING DOWNSPOUT, VERIFY ROUTE OFEXISTING GUTTER PRIOR TO CONSTRUCTION

RE-ROUTE NEW DOWNSPOUT AROUND CORNERFROM EXISTING DOWNSPOUT LOCATION

PATCH AND REPAIR EXISTING GUTTER

A-1422

A-1422

VTR

VTR

1

A-142

DS

BID OPTION 3

DS


EXISTING PREFINISHEDSTANDING SEAM METAL ROOFSYSTEM

2 1/4" / 1'-0" DIRECTION AND DEGREE OFROOF SLOPE

PREFINISHED METAL DOWNSPOUTDS

GRAPHIC LEGEND

VENT THRU ROOF, SEE PLUMBINGVTR

OUTSIDE AIR INTAKE HOOD, SEEMECHANICAL

1. DOWNSPOUTS SHALL DISCHARGE ONTO CONCRETESPLASHBLOCKS AT GRADE.

2. SLOPE ALL GUTTERS TO DOWNSPOUTS.

ROOF NOTES

REMOVE FASCIA & GUTTER ATADDITION LOCATION, VERIFY EXTENTOF DEMO PRIOR TO CONSTRUCTION

1A-201REMOVE EXISTING ROOF TO THE

EXTENT REQUIRED TO INSTALL & MAKEWATER TIGHT THE NEW ROOF SYSTEM.VERIFY EXISTING

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ROOF

PLA

N

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FTEV 16-1061SCALE: 1/8" = 1'-0"

0 4' 8' 16'

1/8" = 1'-0"A-140

1 ROOF PLANPLAN

NORTH

1/8" = 1'-0"A-140

2 ROOF PLAN - DEMOLITION

KEY PLANAR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

BOTTOM OFTRUSS

12'-0"

A

4" NOM. SPLITFACED CMUVENEER, PAINTED W/ELASTOMERIC COATING

PREFINISHED STANDINGSEAM METAL ROOF

1 1/2" GALV. METAL FURRINGCHANNEL @ 16" O.C., SEESTRUCTURAL

1 1/2" R-6 RIGID INSULATION,CONTINUOUS TO ROOF DECKABOVE AND SEAL8" NOM. CMU, SEESTRUCTURAL

CEILING AS SCHEDULED

5/8" GYPSUM WALL BOARD ON 2 1/2"GALV. METAL STUDS @ 16" O.C.

SPRAY-APPLIED AIR / MOISTUREBARRIER, CONTINUOUS TO ROOFMEMBRANE UNDERLAYMENT

5" R-25 RIGID INSULATION

3 5/8" GALV. METAL STUDS @ 16" O.C.W/ UNFACED 3" BATT INSULATION FILL

PREFINISHED STANDING SEAMMETAL FASCIA PANEL

1/2" EXTERIOR GYPSUM SHEATHING

1/2" EXTERIOR GYPSUM COVERBOARD

PRE-ENGINEERED METALTRUSS, SEE STRUCTURAL

PREFINISHED METAL GUTTER ANDDOWNSPOUT

PREFINISHED, PREFERATEDMETAL SOFFIT PANEL

SHEET APPLIED WATERPROOFMEMBRANE UNDERLAYMENT,CONTINUOUS

1/2"1/2"

2"8"

MEMBRANE ROOFINGUNDERLAYMENT, 8" WIDE MIN., LAPOVER METAL FLASHING 4" MIN.

2X P.T. WOOD NAILER, SECUREWITH 2 ROWS #12 SS. SCREWSSTAGGEREED, 12" O.C.

PREFINISHED METAL FLASHINGCLEAT, W/ PREFINISHED GASKETEDMETAL FASTENERS @ 12" O.C.MAX., COLOR TO MATCH STANDINGSEAM METAL ROOF

1/16" X 1 1/2" WIDE PREFINISHEDMETAL GUTTER STRAP @ 36" O.C.,STAGGER WITH GUTTER BRACKET1/4" X 1 1/2" WIDE PREFINISHEDMETAL GUTTER BRACKET @36" O.C.


"Z" CLOSURE CONTINUOUS, SET INSEALANT, SEAL AGAINST RIB

PREFINISHED METAL FLASHINGEXTEND ROOFING WATERPROOFMEMBRANE UNDERLAYMENT 4"MIN. ONTO FLUID-APPLIEDAIR/MOISTURE BARRIER

PREFINISHED METAL SOFFIT TRIM

4" - 16 GA. GALVANIZED METALFRAMING, SEE STRUCTURAL

SELF ADHERED MEMBRANEFLASHING, 8" WIDE MIN., LAPOVER TAP EDGE OF METALFLASHING 4" MIN.

PREFINISHED METAL FLASHING

1 1/2" - 18 GA. GALVANIZEDMETAL FURRING CHANNEL

6" 1"

MATCH EXISTING9'-0" A.F.F.

METAL DECK, SEESTRUCTURAL

1'-2 1/2"

3"

6" X 6" X ?" BENT PLATE, SEESTRUCTURAL

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DESIGNED BY:

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ROOF

DET

AILS

JGH

RCR

FTEV 16-1061

3" = 1'-0"A-141

1 ROOF DETAIL - TYP. SCALE: 3" = 1'-0"

0 2" 4" 8"AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

6" MINIMUM 6" MINIMUMCONCEALED ROOF CLIPWITH FASTENER, TYP.

Z TRIM, SET IN CONTINUOUSSEALANT BED, SEAL AGAINSTRIB OF ROOF PANEL

SEAL AROUND ALL CONCEALEDSIDES OF Z CLOSURE

PREFINISHED METAL RIDGE CAP,OVERBEND TO ALLOW FORSPRING, COLOR TO MATCH ROOFUNDERLAYMENT / WATERPROOFBARRIER / SHEET MEMBRANE



PRE-ENGINEERED METAL TRUSS, SEESTRUCTURAL

GALVANIZED METALDECK, SEE STRUCTURAL

1/2" EXTERIOR GYPSUMCOVER BOARD

VTR PIPE WITH PREFINISHED METALCOVER, COLOR TO MATCH ROOF PANEL

EPDM PIPE FLASHING UNIT, SETIN CONTINUOUS SEALANT BED


#14 STAINLESS STEEL GASKETEDSCREWS @ 3" O.C. MAX AT BASESEAL WITH GUNNABLE SEALANT

STAINLESS STEEL CLAMPWITH SEALANT

PRE-ENGINEERED METAL TRUSS, SEESTRUCTURAL

GALVANIZED METAL DECK,SEE STRUCTURAL

6"

6"

UNDERLAYMENT / WATERPROOFBARRIER / SHEET MEMBRANEPREFINISHED STANDING SEAMMETAL ROOF, MATCH EXISTINGPROFILE & FINISH COLOR


CONCEALED ROOF CLIP WITHFASTENER, TYP.

EXISTING STANDING SEAM METAL ROOF PANEL, CUTTO RECEIVE NEW ROOF TRANSITION. FIELD VERIFYTRANSITION LOCATION & TYPE BEFORE DEMO OF NEWROOF. PREP & FINISH PAINT ALL EXPOSED EDGES OFEXISTING ROOF PANELS

EXISTING ROOF DECK

1/2" EXTERIOR GYPSUMCOVER BOARD

EXISTING RIGID INSULATION,REMOVE AS REQUIRED FORINSTALLATION OF NEW ROOFFRAMING

NEW RIGID INSULATION INFILLBETWEEN NEW METAL STUDROOF SLEEPERS

NEW METAL STUD ROOFSLEEPERS, SEE STRUCTURAL

1'-0"

SELF-ADHERED MEMBRANEVALLEY FLASHING

PREFINISHED METAL VALLEY FLASHING, EXTEND UNDEREXISTING ROOF PANELS MIN 12". COLOR TO MATCH EXISTINGROOF. (SEAMED FLASHING TERMINATION MATCHING THAT OFOPPOSITE LEG @ NEW ROOF IF NEW STANDING SEAM TOEXISTING RIDGE IS INSTALLED)

GALV. METAL BENT PLATE @ EA.TRUSS, SEE STRUCTURAL

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DESIGNED BY:

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ROOF

DET

AILS

JGH

RCR

FTEV 16-1061SCALE: 3" = 1'-0"

0 2" 4" 8"

3" = 1'-0"A-142

1 RIDGE DETAIL 3" = 1'-0"A-142

2 VENT THRU ROOF DETAIL

3" = 1'-0"A-142

3 ROOF DETAIL - TRANSITION VALLEY

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

9'-6"

9'-0"

9'-6"

9'-0"

9'-0"

BID OPTION 1

KITCHEN104

BREAKROOM103

CONFERENCEROOM

101

OFFICE107

RISER105

STORAGE102

HVAC / ELEC106

2

1

1

133

1

OS OS

OS

OS

OS

OS

2

A-150

1. VERIFY EXACT LOCATION OF VIDEO PROJECTORSPRIOR TO INSTALLING ANY WORK FOR THIS EQUIPMENT,INCLUDING POWER AND DATA. PROVIDE BLOCKING FORPROJECTOR MOUNT.

2. ALL FIRE SPRINKLER HEADS, ELECTRICAL FIXTURESAND MECHANICAL VENTS SHALL BE CENTERED WITHINCEILING TILES UNLESS NOTED OTHERWISE.

3. PROVIDE 2X4 ACOUSTICAL CEILING TILES IN ROOMSWHERE LAYOUT DOES NOT PERMIT AT LEAST A HALF 2X2TILE.

REFLECTED CEILINGNOTES

GRAPHIC LEGEND

2' X 2' SUSPENDED ACOUSTICAL TILELAY-IN CEILING WITH GRID

2 X 4 FLUORESCENT LIGHTINGFIXTURE, SEE ELECTRICAL DRAWINGS

CEILING DIFFUSER, SEEMECHANICAL DRAWINGS

RETURN AIR GRILLE, SEEMECHANICAL DRAWINGS

CEILING HEIGHT

1

2

3 OPEN TO STRUCTURE ABOVE(PAINTED)

9'-0"

2' X 2' SUSPENDED MYLAR-FACEDACOUSTICAL TILE LAY-IN CEILINGWITH GRID

VIDEO PROJECTOR MOUNT


ROOM NAME

EXIT LIGHT

OS OCCUPANCY SENSOR

RECESSED LED EMERGENCYLIGHTING, SEE ELECTRICAL DRAWINGS

SPRINKLER HEAD, SEE FIREPROTECTION DRAWINGS

EXISTING VAULTCONSTRUCTION

5/8" GYPSUM WALL BOARD ON3-5/8" METAL STUDS @ 16" O.C. @PERIMETER OF EXISTING VAULTCONSTRUCTION, ALIGN FINISHFACE WITH EXISTING. EXTEND TO6" ABOVE NEW CEILING

6"

CEILING AS SCHEDULED IA

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DESIGNED BY:

DATE:

90621

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18 DEC 2017

REFL

ECTE

D CE

ILING

PLA

N

JGH

RCR

FTEV 16-1061

1/8" = 1'-0"A-150

1 REFLECTED CEILING PLANPLAN

NORTH

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

0 4' 8' 16'

KEY PLAN

1 1/2" = 1'-0"A-150

2 CEILING DETAIL

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

GROUND FLOOR0"

REMOVE EXISTING DOOR ANDFRAME AND PREP OPENING FORNEW WALL INFILL, SEESTRUCTURAL

REMOVE PORTION OF EXISTING WALLAND PREP FOR INSTALLATION OF NEWHOLLOW METAL DOOR AND FRAME,DIMENSION INDICATES WIDTH OF NEWOPENING, REMOVE ADDITIONALSURROUNDING SPLITFACE VENEER ASNEEDED, SEE STRUCTURAL

REMOVE PORTIONS OF EXISTINGPREFINISHED STANDING SEAM METAL ROOFTO EXTENT NECESSARY FOR WATER TIGHTINTERGRATION OF NEW ADDITION ROOF

REMOVE EXISTING COMM POLE

REMOVE LOWER PORTION OF EXISTING DOWNSPOUTFOR INSTALLATION OF NEW REROUTING DOWNSPOUTLINE TO NEW DISCHAGE LOCATION AROUNDADJACENT CORNER. REMOVE EXSTING CONCRETESPLASHBLOCK AND SALVAGE FOR RELOACTION TONEW DISCHARGE LOCATION, SEE PLANS.

REMOVE EXSITING DOWNSPOUTAND SPLASHBLOCK

EXISTING BUILDING

REMOVE EXISTING DOOR ANDFRAME AND PREP OPENINGFOR NEW WALL INFILL, SEESTRUCTURALREMOVE PORTION OF EXISTING WALLAND PREP FOR INSTALLATION OF NEWHOLLOW METAL DOOR AND FRAME,DIMENSION INDICATES WIDTH OF NEWOPENING, REMOVE ADDITIONALSURROUNDING SPLITFACE VENEER ASNEEDED, SEE STRUCTURAL

3'-4" 2'-0"

STRU

CTUR

AL

SEE

20'-0" 3'-4"

STRU

CTUR

AL

SEE

REMOVE PREFINISHED STANDING SEAMFASCIA PANELS, SOFFIT, AND FRAMINGAT EXTANT OF NEW ADDITION

+/- 48'-4" 8'-0 3/8"

OUTLINE OF NEW ADDITION

STRU

CTUR

AL

SEE

GROUND FLOOR0"

BOTTOM OFTRUSS

12'-0"

121

A-310

C.B C.A EX.1

INSULATED HOLLOWMETAL DOOR AND

FRAME, PAINTEDPREFINISHED METAL DOWNSPOUTW/ CONCRETE SPLASHBLOCK

4" NOM. SPLITFACED CMU VENEER,PAINTED W/ ELASTOMERIC COATING


BID OPTION #3: PREFINISHED, PRE-ENGINEERED METAL CANOPYSYSTEM, PROVIDE MINIMUM SLOPEALLOWED BY MANUFACTURER'SREQUIREMENTS

RELOCATED SPLASHBLOCK ANDRE-ROUTING DOWNSPOUT

PREFINISHED STANDINGSEAM FASCIA PANEL

PREFINISHED METALGUTTER

INSULATED HOLLOWMETAL DOOR AND

FRAME, PAINTED

MATCH EXISTINGEAVE HEIGHT TO

EXISTING COILING DOOR

1/4" 1'-0"

EXISTING BUILDING

2 1/4"

1'-0"

2 1/4"

1'-0"

SPLITFACE CMU VENEER


GRAPHIC LEGEND1. ROOF COLOR TO MATCH EXISTING ADJACENT ROOF SYSTEM.MASONRY PAINT TO MATCH EXISTING ADJACENT VENEER.

2. SEE ROOF PLAN A-140 FOR ALL ROOF SLOPE INFORMATION.

3. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT CMUVENEER SHALL HAVE CONTROL JOINTS WITH BACKER ROD AND SEALANT(COLOR TO MATCH SPLITFACE VENEER).

4. DOWNSPOUTS SHALL DISCHARGE ONTO CONCRETE SPLASHBLOCKS.

ELEVATION NOTES

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90621

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EXTE

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FTEV 16-1061

1/4" = 1'-0"A-201

1 EAST ELEVATION - DEMOLITION

1/4" = 1'-0"A-201

2 EAST ELEVATION

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

0 2' 4' 8'

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

GROUND FLOOR0"

BOTTOM OFTRUSS

12'-0"

A C.1C.2C.3C.4C.5C.6

INSULATED HOLLOW METALDOOR AND FRAME, PAINTED

PREFINISHED METAL DOWNSPOUTW/ CONCRETE SPLASHBLOCK



BID OPTION #3: PREFINISHED, PRE-ENGINEERED METAL CANOPY

SYSTEM, PROVIDE MINIMUM SLOPEALLOWED BY MANUFACTURER'S

REQUIREMENTS



2 1/4"

1'-0"

EXISTING BUILDING

PREFINISHED METAL DOWNSPOUT

SPLITFACE CMU VENEER


GRAPHIC LEGEND1. ROOF COLOR TO MATCH EXISTING ADJACENT ROOF SYSTEM.MASONRY PAINT TO MATCH EXISTING ADJACENT VENEER.

2. SEE ROOF PLAN A-140 FOR ALL ROOF SLOPE INFORMATION.

3. IN ADDITION TO NOTED LOCATIONS, ALL INSIDE CORNERS AT CMUVENEER SHALL HAVE CONTROL JOINTS WITH BACKER ROD AND SEALANT(COLOR TO MATCH SPLITFACE VENEER).

4. DOWNSPOUTS SHALL DISCHARGE ONTO CONCRETE SPLASHBLOCKS.

ELEVATION NOTES

GROUND FLOOR0"

BOTTOM OFTRUSS

12'-0"

1A-301 A



2 1/4"

1'-0"

EXISTING BUILDING






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DESIGNED BY:

DATE:

90621

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18 DEC 2017

EXTE

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JGH

RCR

FTEV 16-1061

1/4" = 1'-0"A-202

2 NORTH ELEVATION

1/4" = 1'-0"A-202

3 SOUTH ELEVATIONSCALE: 1/4" = 1'-0"

0 2' 4' 8'AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

GROUND FLOOR0"

BOTTOM OFTRUSS

12'-0"

2A-301

12

CONFERENCEROOM

101BREAKROOM

103

C.B C.A EX.1

PREFINISHED, PRE-MANUFACTURED METALCANOPY SYSTEM





2 1/4"

1'-0"

2 1/4"

1'-0"

GROUND FLOOR0"

BOTTOM OFTRUSS

12'-0"

PLATFORM1'-6"

1A-301

A

CONFERENCEROOM

101

A-3101




WOOD DOOR AND H.M. FRAME,PAINTED

MODULAR RAISED FLOORINGSYSTEM

A-3102

2 1/4"

1'-0"

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DESIGNED BY:

DATE:

90621

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18 DEC 2017

BUILD

ING

SECT

IONS

JGH

RCR

FTEV 16-1061SCALE: 1/4" = 1'-0"

0 2' 4' 8'

1/4" = 1'-0"A-301

1 TRANSVERSE BUILDING SECTION

1/4" = 1'-0"A-301

2 LONGITUDINAL BUILDING SECTION

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

GROUND FLOOR0"

BOTTOM OFTRUSS

12'-0"

PLATFORM1'-6"

A

4" NOM. SPLITFACED CMUVENEER, PAINTED W/ELASTOMERIC COATING

PREFINISHED STANDING SEAMMETAL ROOF

1 1/2" GALV. METAL FURRING @16" O.C., SEE STRUCTURAL

1 1/2" R-6 RIGID INSULATION,CONTINUOUS TO ROOF DECKABOVE AND SEAL

8" NOM. CMU, SEESTRUCTURAL

CONCRETE FOOTING,SEE STRUCTURAL


5/8" GYPSUM WALL BOARD ON 21/2" GALV. METAL STUDS @ 16" O.C.

MODULAR RAISED ACCESSFLOORING SYSTEM @ RAISEDPLATFORM

SPRAY-APPLIED AIR / MOISTUREBARRIER, CONTINUOUS TO ROOFMEMBRANE UNDERLAYMENT


3 5/8" GALV. METAL STUDS @ 16" O.C.W/ UNFACED 3" BATT INSULATION FILL

PREFINISHED STANDING SEAMMETAL FASCIA PANEL




PREFINISHED METAL GUTTER

PREFINISHED, PREFERATEDMETAL SOFFIT PANEL

PREFINISHED THROUGH-WALL FLASHING, WEEPHOLES @ 32" O.C.

GROUT FILL CAVITY BELOWGRADE


A-1411

3 5/8"1 1/4"

1 1/2"7 5/8"

2 1/2"

1'-4 1/2"

METAL DECK, SEE STRUCTURAL

APPROXIMATE LINE OFGRADE

PREFINISHED METALDOWNSPOUT

VAPOR BARRIER, SEESTRUCTURAL

COMPACTED SUBGRADEFILL, SEE STRUCTURAL

GROUND FLOOR0"

BOTTOM OFTRUSS

12'-0"


EXISTING EXTERIORWALL CONSTRUCTION

(2) LAYERS 5/8" GYPSUMWALL BOARD ON 2 1/2"GALV. METAL C-H STUDS@ 16" O.C. W/ 1" GYPSUMLINER PANEL, EXTENDAND SEAL TO DECK, SEEWALL TYPES A-110

NEW 6" CONCRETE FLOORSLAB, SEE STRUCTURAL

EXISTING FRAMING





VERTICAL SUPPORT @ EXISTINGTRUSS, SEE STRUCTURAL

EXISTING CONCRETEFLOOR SLAB

EXISTING FOOTING

EXISTING TRUSS

VAPOR BARRIER, SEESTRUCTURAL

COMPACTED SUBGRADEFILL, SEE STRUCTURAL

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DATE:

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WAL

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RCR

FTEV 16-1061 3/4" = 1'-0"A-310

1 WALL SECTIONSCALE: 3/4" = 1'-0"

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

3/4" = 1'-0"A-310

2 WALL SECTION

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

1

A

C.B

A-401

4

6

5KITCHEN

104

11'-3

"

3'-0"

5'-0"

3'-3"

CS

SO

REF. DW

M M

GROUND FLOOR0"

2'-6"3'-0"3'-0"3'-0"1'-6"

1'-6"3'-0"3'-0"3'-0"1'-6"

2'-6"

4'-6"

4"

1

A-401

FILLER PANEL

GROUND FLOOR0"

2'-9" 2'-9" 2'-9"

2'-0" 2'-8" 2'-0"

2'-6"

1'-6"

3'-0"

1

A-401

RANGE HOOD

FILLER PANELFILLER PANEL

4"

GROUND FLOOR0"

1'-3" 2'-6" 3'-0" 3'-0"

1'-0"2'-0"3'-0"2'-6"

3'-0"

1'-6"

2'-6"

4"4"

1

A-401

2

A-401

3"

2'-6"

1'-6"

3'-0"

1/2" PANEL WITH CABINETLINER

3/4" PLASTIC LAMINATE (PL2)SHELF ON ADJUSTABLESHELF STANDARDS

3/4" PANEL WITH PLASTICLAMINATE FINISH (PL2), SEEINTERIORS.

1/2" THICK SOLID SURFACECOUNTERTOP AND BACKSPLASH(SS2), SEE INTERIORS.

3/4" PANEL WITH PLASTICLAMINATE FINISH (PL3), SEEINTERIORS

1/2" PANEL WITH LAMINATECABINET LINER

3/4" PLASTIC LAMINATE (PL3)SHELF ON ADJUSTABLE SHELFSTANDARDS

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"

2"6"

2'-4"

1'-6"

2'-6"

4"

SINK, SEE PLUMBING


1/2" THICK SOLID SURFACECOUNTERTOP AND BACKSPLASH(SS2), SEE INTERIORS.


1/2" PANEL WITH LAMINATECABINET LINER

WALL BASE, SEE FINISH SCHEDULE

1/2" PANEL WITH CABINETLINER

3/4" PLASTIC LAMINATE(PL2) SHELF ONADJUSTABLE SHELFSTANDARDS

WIRE PULL, TYP.

SEALANT

2'-0"

4"

3'-0"

3"

1'-2"

2'-0"

GRAPHIC LEGEND


ROOM NAME

REF REFRIGERATOR, GF/GI

S SINK (CF/CI)

V VENDING (GF/GI)

M MICROWAVE (GF/GI)

SO STOVE/OVEN (GF/GI)

DW DISHWASHER (GF/GI)

C COFFEE MAKER (GF/GI)

DS PREFINISHED METAL DOWNSPOUT W/CONCRETE SPLASHBLOCK

RH RANGE HOOD (CF/CI)

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FTEV 16-1061

1/2" = 1'-0"A-401

3 ENLARGED PLAN - KITCHENPLAN

NORTH

1/2" = 1'-0"A-401

4 CASEWORK ELEVATION 104 NORTH 1/2" = 1'-0"A-401

5 CASEWORK ELEVATION 104 EAST 1/2" = 1'-0"A-401

6 CASEWORK ELEVATION 104 SOUTH

1" = 1'-0"A-401

1 CASEWORK SECTION 1" = 1'-0"A-401

2 CASEWORK SECTION

SCALE: 1" = 1'-0"

0 6" 1' 2'

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

0 4" 8" 1'-4"

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

1

AIR SPACE

1 1/2" R-6 RIGID INSULATION

FLUID APPLIED AIR / MOISTUREBARRIER

4 X 8 X 16 NOMINAL SPLIT-FACE CMU VENEER

EXISTING SPLIT-FACE CMU VENEER,SAW CUT AND REMOVE PORTION FORNEW TO CMU FLUSH TO SIT FACE OFEXISTING CMU

SELF-ADHERED MEMBRANEFLASHING, TURN 8" ONTOEXISTING RIGID INSULATION

8"

EXISTING CAVITY WALL

2 1/2" GALV. METAL STUDS @ 16" O.C.

1/2"

2 1/2" GALV. METAL C-H STUDS @ 16" O.C.

1" GYPSUM LINER PANEL

(2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD1" THICK (MIN.) MINERAL WOOLINSULATION

2 1/2" GALV. METAL J-TRACK @ SHAFTWALL CORNERS AND ENDS

2

AIR SPACE


FLUID APPLIED AIR / MOISTUREBARRIER

NEW 4 X 8 X 16 NOMINALSPLIT-FACE CMU VENEER

EXISTING SPLITFACED CMUVENEER

2 1/2" GALV. METALSTUDS @ 16" O.C.

SELF-ADHERED MEMBRANEFLASHING

NEW CMU INFILL @ EXISTINGOPENING


5/8" GYPSUM WALL BOARD

DOOR AS SCHEDULED

2 1/2" GALV. METAL C-HSTUDS @ 16" O.C.


(2) LAYERS 5/8" TYPE "X"GYPSUM WALL BOARD

1" THICK (MIN.) MINERAL WOOLINSULATION

1/2"

2 1/2" GALV. METAL J-TRACK @SHAFT WALL CORNERS AND ENDS

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PLAN

DET

AILS

JGH

RCR

FTEV 16-1061

1 1/2" = 1'-0"A-501

1 PLAN DETAIL

1 1/2" = 1'-0"A-501

2 PLAN DETAIL

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

0 4" 8" 1'-4"AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

HOLLOW METAL(HM) FRAME

(B)

SEE SCHED

SEE

SCHE

D

2" 2"

2"

DOOR FRAME ELEVATIONS

HOLLOW METAL(HM)FRAME

(A)

SEE SCHED

SEE

SCHE

D

2" 2"

4"

SEE SCHED

SEE

SCHE

D

DOOR ELEVATIONSINTERIOR

SOLID CORE WOOD(WD) DOOR

(2)

SEE SCHED

SEE

SCHE

D

INSULATED HOLLOWMETAL (HM) DOOR

(1)

SEE SCHED

SEE

SCHE

D

SOLID CORE WOOD(WD) DOOR

(3)

6"2'-

6"43

" MAX

6" 8"

VISION PANEL(AS SCHEDULED)

HARDWARE SET 1 - DOOR 100, 103A, 104; EXTERIOR

3 EA HINGES, NRP A5112 6301 EA LEVER HANDLE 6261 EA EXIT DEVICE TYPE 6, F011 EA CLOSER C02021 6891 SET WEATHERSTRIPPING MANUFACTURER'S STANDARD

HARDWARE SET 2 - DOOR 105; EXTERIOR

3 EA HINGES NRP 6301 EA LOCKSET F412 EA LEVER HANDLES 6261 EA CLOSER C020211 SET WEATHERSTRIPPING MANUFACTURER'S STANDARD

HARDWARE SET 3 - DOOR 102

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


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


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 SCHEDULE

HARDWARE SET 6 - DOOR 101; EXTERIOR

4 EA HINGES, NRP A5112 6301 EA LEVER HANDLE 6261 EA EXIT DEVICE TYPE 6, F011 EA CLOSER C02021 6891 SET SOUND GASKET MANUFACTURER'S STANDARD


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 6301 SET SOUND GASKET MANUFACTURER'S STANDARD

HARDWARE SET 8 - DOOR 106, 109

3 EA HINGES A8112 6261 EA LOCKSET F442 EA LEVER HANDLES 6261 EA FLOOR STOP L021411 SET SILENCERS L030111 SET KICKPLATE 10"X34" J102 630

HARDWARE SET 9 - DOOR 101A; EXIT, EXTERIOR

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

GLAZING LEGENDG1 - 1/4" CLEAR GLASS, SAFETY GLAZING

2" HOLLOW METAL DOORFRAME, PAINT

DOOR AS SCHEDULED

GYPSUM WALL BOARD ONGALVANIZED METAL STUDFRAMING, SEE WALL TYPE /CONSTRUCTION LEGEND ONSHEET A-110 FOR SPECIFIC STUDAND GYPSUM BOARDREQUIREMENTS

GALVANIZED STEEL HEADER

CONTINUOUS SEALANT,TYP.

2"DOOR AS SCHEDULED

JAMB ANCHORS, 3 PERSIDE (MIN.)

HOLLOW METAL DOORFRAME, PAINT

CONTINUOUS SEALANT, TYP.

GYPSUM WALL BOARD ON GALVANIZED METAL STUDFRAMING, SEE WALL TYPE / CONSTRUCTION LEGEND ONSHEET A-110 FOR SPECIFIC STUD AND GYPSUM BOARDREQUIREMENTS

GALVANIZED METAL DOUBLE STUD @ JAMB

COMMENTS LEGEND1. ATFP REQUIRED - SEE S-002

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DOOR

SCH

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JGH

RCR

FTEV 16-1061

DOOR SCHEDULE

MARK

DOOR FRAME

STCRATING

HARDWARE

COMMENTS

SIZE

MAT ELEV GLAZINGFIRE

RATING MAT ELEV

DETAILSETNO

KEYSIDEROOM

NUMBERWD HT THK HEAD JAMB SILL100 3'-0" 7'-0" 1 3/4" HM 1 HM A 3/A-602 4/A-602 1 EXT.101 4'-0" 7'-0" 1 3/4" HM 1 HM A 1/A-602 2/A-602 30 6 EXT. 1

101A 3'-0" 7'-0" 1 3/4" HM 1 HM A 1/A-602 2/A-602 30 9 EXT. 1102 3'-0" 7'-0" 1 3/4" WD 2 HM B 1/A-601 2/A-601 3 101103 3'-0" 7'-0" 1 3/4" WD 3 6" X 30" G1 90 MIN HM A 1/A-603 2/A-603 4 CORRID.

103A 3'-0" 7'-0" 1 3/4" HM 1 HM A 3/A-602 4/A-602 1 EXT. 1105 3'-0" 7'-0" 1 3/4" HM 1 HM A 3/A-602 4/A-602 2 EXT.106 3'-0" 7'-0" 1 3/4" WD 2 HM B 1/A-601 2/A-601 8 103107 3'-0" 7'-0" 1 3/4" WD 2 90 MIN HM A 3/A-603 4/A-603 30 7 107108 3'-0" 7'-0" 1 3/4" WD 3 6" X 30" G1 HM B 1/A-601 2/A-601 5 108109 3'-0" 7'-0" 1 3/4" WD 2 60 MIN EX. - EX. EX. EX. 8 CORRID.

3" = 1'-0"A-601

1 DOOR HEAD - INTERIOR

3" = 1'-0"A-601

2 DOOR JAMB - INTERIOR SCALE: 3" = 1'-0"

0 2" 4" 8"AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER

MORTAR MESH1 1/2" R-6 RIGID INSULATION

CONTINUOUS THRU-WALL FLASHING W/ WEEPHOLES @ 32" O.C. TURN UP WALL 8" MINIMUMAND INTO MASONRY COURSING. EXTEND 8"BEYOND JAMB EA. SIDE AND PROVIDE ENDDAMS

GALVANIZED STEEL ANGLE, PAINTED - SEESTRUCTURALCONTINUOUS SEALANT

AIR SPACE

FLUID-APPLIED AIR / MOISTURE BARRIER

8 X 8 X 16 NOMINAL CMU - SEESTRUCTURAL

CONTINUOUS SEALANT

PT SHIM AS REQUIREDSELF-ADHERED MEMBRANE FLASHING,TURN INTO OPENING HOLLOW METAL DOOR FRAME, PAINTED,

GROUT FILL SOLIDDOOR AS SCHEDULED

7 5/8" 6 3/8"

1'-2"

4"


2 1/2" GALV. METAL STUDS @16" O.C.

1 1/4"

5 3/4"

CONTINUOUS SEALANT

HOLLOW METAL DOOR FRAME, PAINT

GROUT FILL FRAME SOLID

DOOR AS SCHEDULED

2"

1'-2"

AIR SPACE1 1/2" R-6 RIGIDINSULATION

GALVANIZED METAL MESH TIES @ 16"O.C. VERTICALLY @ OPENINGS ONLY4 X 8 X 16 NOMINAL SMOOTH-FACECMU VENEER

8" NOMINAL CMU, SEE STRUCTURALDRAWINGS FOR REINFORCING

FLUID APPLIED AIR /MOISTURE BARRIER


1 1/4"

SELF-ADHERED MEMBRANE FLASHING,TURN INTO OPENING

CONTINUOUS SEALANT

7 5/8"

6 3/8"

JAMB ANCHOR - 3 PER SIDE (MINIMUM)

5 3/4"




4 X 8 X 16 NOMINAL SPLITFACE CMU VENEER

MORTAR MESH1 1/2" R-6 RIGID INSULATION

CONTINUOUS THRU-WALL FLASHING W/ WEEPHOLES @ 32" O.C. TURN UP WALL 8" MINIMUMAND INTO MASONRY COURSING. EXTEND 8"BEYOND JAMB EA. SIDE AND PROVIDE ENDDAMS

GALVANIZED STEEL ANGLE, PAINTED - SEESTRUCTURALCONTINUOUS SEALANT

AIR SPACE

FLUID-APPLIED AIR / MOISTURE BARRIER

8 X 8 X 16 NOMINAL CMU - SEESTRUCTURAL

CONTINUOUS SEALANT

PT SHIM AS REQUIREDSELF-ADHERED MEMBRANE FLASHING,TURN INTO OPENING STC RATED HOLLOW METAL DOOR FRAME,

PAINTED, GROUT FILL SOLIDDOOR AS SCHEDULED

7 5/8" 6 3/8"

1'-2"

4"


2 1/2" GALV. METAL STUDS @16" O.C.

1 1/4"

5 3/4"

HOLLOW METAL DOOR SOUND STOP W/NEOPRENE GASKET

CONTINUOUS SEALANT

STC RATED HOLLOW METAL DOORFRAME, PAINTED, GROUT FILL SOLID

GROUT FILL FRAME SOLID

DOOR AS SCHEDULED

2"

1'-2"

AIR SPACE1 1/2" R-6 RIGIDINSULATION

GALVANIZED METAL MESH TIES @ 16"O.C. VERTICALLY @ OPENINGS ONLY4 X 8 X 16 NOMINAL SMOOTH-FACECMU VENEER

8" NOMINAL CMU, SEE STRUCTURALDRAWINGS FOR REINFORCING

FLUID APPLIED AIR /MOISTURE BARRIER


1 1/4"

SELF-ADHERED MEMBRANE FLASHING,TURN INTO OPENING

CONTINUOUS SEALANT

7 5/8"

6 3/8"


5 3/4"





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DESIGNED BY:

DATE:

90621

55


18 DEC 2017

DOOR

DET

AILS

JGH

RCR

FTEV 16-1061

3" = 1'-0"A-602

3 DOOR HEAD - EXTERIOR

3" = 1'-0"A-602

4 DOOR JAMB - EXTERIOR

SCALE: 3" = 1'-0"

0 2" 4" 8"

3" = 1'-0"A-602

1 DOOR HEAD - EXTERIOR - STC

3" = 1'-0"A-602

2 DOOR JAMB - EXTERIOR - STC

AR94997

DERETSIGER

A R C H IT ECT

FOETATS

FLO R IDARICE

ACREBOR

RLT

12/18/17

EXISTING RIGID INSULATION

CONTINUOUS SEALANT

8 X 8 CAST IN PLACECONCRETE LINTEL, SEESTRUCTURAL

CONTINUOUS SEALANT

PT SHIM AS REQUIRED

DOOR AS SCHEDULED

(2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD


4"

STC RATED HOLLOW METAL DOOR FRAME,PAINT. FILL FRAME W/ INSULATION PERMANUFACTURERS RECOMMENDATIONS FORSTC RATED ASSEMBLY



2 1/2" GALV. METAL C-H STUDS@ 16" O.C.



CONTINUOUS SEALANT

DOOR AS SCHEDULED

EXSITING RIGIDINSULATION

EXISTING 8" NOMINAL CMU

EXISTING 4 X 8 X 16 NOMINALSPLIT-FACE CMU VENEER

3/4"

PT SHIM AS REQUIRED

CONTINUOUS SEALANT


EXISTING GYPSUM WALL BOARD

7/8" METAL FURRING @ 16" O.C.


5/8" GYPSUM WALL BOARD ASNECESSARY, SEAL SEAMS, SAND ANDPAINT TO MATCH EXISTING.


EXISTING 7/8" METAL FURRING







CONTINUOUS SEALANT

DOOR AS SCHEDULED

EXISTING 8" NOMINAL CMU

3/4"

PT SHIM AS REQUIREDCONTINUOUS SEALANT



STC RATED HOLLOW METAL DOOR FRAME,PAINT. FILL FRAME W/ INSULATION PERMANUFACTURERS RECOMMENDATIONS FORSTC RATED ASSEMBLY

EXSITING RIGIDINSULATION

EXISTING 4 X 8 X 16 NOMINALSPLIT-FACE CMU VENEER



1" GYPSUM LINER PANEL(2) LAYERS 5/8" TYPE "X" GYPSUM WALLBOARD



1" THICK (MIN.) MINERALWOOL INSULATION

EXISTING RIGID INSULATION

CONTINUOUS SEALANT

8 X 8 CAST IN PLACECONCRETE LINTEL, SEESTRUCTURAL

CONTINUOUS SEALANT

PT SHIM AS REQUIRED

HOLLOW METAL DOOR FRAME, PAINTEDDOOR AS SCHEDULED

4"

3/4"

7/8" METAL FURRING

5/8" GYPSUM WALL BOARD ASNECESSARY, SEAL SEAMS, SAND ANDPAINT TO MATCH EXISTING.

EXISTING GYPSUM WALL BOARD

7/8" METAL J-CHANNEL @ DOOR 103




2 1/2" GALV. METAL C-H STUDS@ 16" O.C.



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DESIGNED BY:

DATE:

90621

55


18 DEC 2017

DOOR

DET

AILS

JGH

RCR

FTEV 16-1061

3" = 1'-0"A-603

3 DOOR HEAD - INTERIOR AT NEW OPENING - STC

3" = 1'-0"A-603

2 DOOR JAMB - INTERIOR AT NEW OPENING 3" = 1'-0"A-603

4 DOOR JAMB - INTERIOR AT NEW OPENING - STC

3" = 1'-0"A-603

1 DOOR HEAD - INTERIOR AT NEW OPENING

SCALE: 3" = 1'-0"

0 2" 4" 8"

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CONFERENCEROOM

101

RAISEDPLATFORM

STORAGE102

KITCHEN104

M M

C SSO

V V

BID OPTION 1

RISER105

HVAC / ELEC106

COVERED WALK AREA

OFFICE107

GYM108

10610

3

107

102

101

108

MCT1

PA1PA1

PA1

SC

PA1

SC

MCT1

PA1

EX

PA1

MCT1

EXSC

AF1

MCT1

???

CG

?

CG

CG

CG

ACT - ACOUSTICAL CEILING TILE1 - ARMSTRONG; FINE FISSURED NRC, 24" X 24" X 3/4";

TEGULAR WHITE, PRELUDE 15/16" GRID, WHITE2 - ARMSTRONG; CLEAN ROOM VL UNPERFORATED

#868 SQUARE - LAY-IN, VINYL FACED, 15/16" SUSPENSION SYSTEM PRELUDE, WHITE

AF - ACCESS FLOORING1 - RAISED ACCESS FLOORING, STAIRS AND APRON

TO RECEIVE MCT1.

CG - CORNER GUARD1 - INPRO CORPORATION HIGH IMPACT SURFACE

MOUNT COLOR: 513 KHAKI BROWN

EX - EXISTING CONSTRUCTION

EXP - EXPOSED STRUCTURE

GR - GROUT1 - LATICRETE: MOCHA 35

GWB - GYPSUM WALL BOARD

ROOM FINISH / COLOR SCHEDULE KEYIS - INTERIOR SIGNAGE2/90 SIGN SYSTEM OR EQUAL: SLIDE THIN RAIL

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

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

PRECIOUS METAL, 24"X24" TILE, MONOLITHICINSTALLATION

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

CLEAR ANODIZED FINISH

PA - PORCELAIN TILE1 - FLOOR TILE: DALTILE INDUSTRIAL PARK COLOR:

NATURAL BEIGE IP06, 12"X24"

PAB - PORCELAIN TILE BASE1 - DALTILE FLOOR BULLNOSE, INDUSTRIAL PARK COLOR:

NATURAL BEIGE , 3"X12" #P-43C9

PL - PLASTIC LAMINATE1 - FORMICA MOJAVE 8751-58 MATTE FINISH

PT - PAINT1 - MATCH COLOR OF EXISTING METAL DOOR FRAMES;

SEMI-GLOSS FINISH2 - SHERWIN WILLIAMS: SW7036 ACCESSIBLE BEIGE;

EGGSHELL FINISH3 - SHERWIN WILLIAMS: SW7004 SNOWBOUND; EGG-SHELL

FINISH

RM - RESILIENT MATERIAL1 - JOHNSONITE COVE BASE: COLOR: 49 BEIGE, 4" HIGH

BASE

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

SS- SOLID SURFACE1 - WILSONART : COLOR: CHIPPED CHCOLATE 9104CS

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

1 FLOOR PLAN - FINISHESPLAN

NORTHSCALE: 1/8" = 1'-0"

0 4' 8' 16'AR94997

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1234

VACANT

SIGN WITH ROOM NAME, NUMBER,BRAILLE AND TWO SLIDERS.SLIDER: VACANT/OCCUPIED

CONFERENCE

OCCUPIED

1 1/2" TACTILE ROOM NUMBERSWITH GRADE 2 BRAILLE

5/8" TACTILE ROOM NAMESLIDER

END CAPS

109

9"

8"2"

2"4"

REPLACEABLE PRINTEDDESCRIPTION

201

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

9"

8"

1 1/2" TACTILE ROOM NUMBERWITH GRADE 2 BRAILLE

2"2"

4"

END CAPS

WINDOW WITH PRINTEDPAPER INSERT

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 DESCRIPTION

END CAPS

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"

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

MATCHING EDGE BANDING AT EXPOSED EDGES. INSIDE OF CABINET SHALL BE WHITE.

2. INSTALL PORCELAIN FLOOR TILE IN GRID PATTERN. 12" SIDE PARALLEL TO SOUTH WALL.

3. INSTALL MODULAR CARPET TILE, MCT1, IN MONOLITHIC PATTERN.

GENERAL NOTES1. 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 1-120 FOR EXTENT OF FLOOR FINISHES.

4. ROOMS WITHOUT NUMBERS RECEIVE NO NEW WORK.

5. ALL INTERIOR HOLLOW METAL DOOR FRAMES AND DOORS SHALL BE PAINTED PT1, SEMI-GLOSSFINISH, MATCH EXISTING DOOR FRAMES.

6. ALL ELECTRICAL SWITCHES, RECEPTACLES, VOICE AND DATA PLATES SHALL BE COLOR: BEIGE

7. INSTALL PA1 AND MCT FLOOR FINISH MATERIAL WITH SCHLUTER SYSTEM (OR EQUAL) METALEDGE TRIM AT JUNCTURE OF DISSIMILAR MATERIALS; I.E. PORCELAIN PAVER AND MODULARCARPET TILE.

8. ALL EXPOSED STRUCTURE SHALL BE PAINTED PT3.

9. CORNER GUARDS SHALL EXTEND FROM TOP OF WALL BASE TO CEILING. PROVDE CORNERGUARDS AT ALL OUTSIDE CORNERS IN BREAKROOM 103.

10. ALL FURNITURE SHOWN IS FOR REFERENCE ONLY. FURNITURE IS GF/GI.

ACT - ACOUSTICAL CEILING TILECG - CORNER GUARDEX - EXISTING CONSTRUCTIONEXP - EXPOSED STRUCTUREGR - GROUTGWB - GYPSUM WALL BOARDIS - INTERIOR SIGNAGEMCT - MODULAR CARPET TILEMTR - METAL TRIM

ROOM FINISH / COLOR SCHEDULE KEYPA - PORCELAIN TILEPAB - PORCELAIN TILE BASEPL - PLASTIC LAMINATEPT - PAINTRM - RESILIENT MATERIALSC - SEALED CONCRETESS- SOLID SURFACE

NOTE: FINISHES INDICATED ARE THE APPROVED BASIS OF DESIGN TO CONVEY PATTERN, TEXTURE ANDSALIENT CHARACTERISTICS ONLY. LISTING OF MANUFACTURER INFORMATION IS NOT INENDED TO LIMITTHE SELECTION OF PRODUCTS PROVIDED BY ANOTHER MANUFACTURER.

ACT - ACOUSTICAL CEILING TILE1 - ARMSTRONG; FINE FISSURED NRC, 24" X 24" X 3/4";

TEGULAR WHITE, PRELUDE 15/16" GRID, WHITE2 - ARMSTRONG; CLEAN ROOM VL UNPERFORATED

#868 SQUARE - LAY-IN, VINYL FACED, 15/16" SUSPENSION SYSTEM PRELUDE, WHITE

AF - ACCESS FLOORING1 - RAISED ACCESS FLOORING, STAIRS AND APRON

TO RECEIVE MCT1.

CG - CORNER GUARD1 - INPRO CORPORATION HIGH IMPACT SURFACE

MOUNT COLOR: 513 KHAKI BROWN

EX - EXISTING CONSTRUCTION

EXP - EXPOSED STRUCTURE

GR - GROUT1 - LATICRETE: MOCHA 35

GWB - GYPSUM WALL BOARD

ROOM FINISH / COLOR SCHEDULE KEYIS - INTERIOR SIGNAGE2/90 SIGN SYSTEM OR EQUAL: SLIDE THIN RAIL

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

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

PRECIOUS METAL, 24"X24" TILE, MONOLITHICINSTALLATION

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

CLEAR ANODIZED FINISH

PA - PORCELAIN TILE1 - FLOOR TILE: DALTILE INDUSTRIAL PARK COLOR:

NATURAL BEIGE IP06, 12"X24"

PAB - PORCELAIN TILE BASE1 - DALTILE FLOOR BULLNOSE, INDUSTRIAL PARK COLOR:

NATURAL BEIGE , 3"X12" #P-43C9

PL - PLASTIC LAMINATE1 - FORMICA MOJAVE 8751-58 MATTE FINISH

PT - PAINT1 - MATCH COLOR OF EXISTING METAL DOOR FRAMES;

SEMI-GLOSS FINISH2 - SHERWIN WILLIAMS: SW7036 ACCESSIBLE BEIGE;

EGGSHELL FINISH3 - SHERWIN WILLIAMS: SW7004 SNOWBOUND; EGG-SHELL

FINISH

RM - RESILIENT MATERIAL1 - JOHNSONITE COVE BASE: COLOR: 49 BEIGE, 4" HIGH

BASE

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

SS- SOLID SURFACE1 - WILSONART : COLOR: CHIPPED CHCOLATE 9104CS

2'-0"

1'-0"

PA1 FLOOR TILE

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3/8" = 1'-0"I-121

3 SIGN MOUNTING- TYPICAL 1 1/2" = 1'-0"I-121

5 SIGN TYPE B

1 1/2" = 1'-0"I-121

4 SIGN TYPE A 1 1/2" = 1'-0"I-121

6 SIGN TYPE CSCALE: 3/8" = 1'-0"

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

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

0 4" 8" 1'-4"

SCALE: 3" = 1'-0"

0 2" 4" 8"

3" = 1'-0"I-121

2 ADA TRANSITION TILE DETAIL

ROOM FINISH SCHEDULE

ROOMNO.

ROOMNAME

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 CONFERENCE ROOM MCT 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 - - ACT 1 R3102 STORAGE MCT 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 - - ACT 1 R3103 BREAKROOM PA 1 PAB 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 - - ACT 1 R2104 KITCHEN PA 1 PAB 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 PL/SS 1/1 ACT 2 R2, R1105 RISER SC 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 - - EXP PT3 -106 HVAC / ELEC SC 1 RM 1 GWB PT 2 GWB PT 2 GWB PT 2 GWB PT 2 - - EXP PT3 -107 OFFICE MCT 1 RM 1 GWB PT 2 CMU PT 2 GWB PT 2 CMU PT 2 - - ACT 1 R3108 GYM SC - RM 1 GWB PT 2 EX. - - EX. - - EX. - - - - EX. - NEW GWB109 EX. COMM.

SIGNAGE SCHEDULE

MARK ROOM NAME TYPE SIGN MOUNT LOCATION101 CONFERENCE ROOM TYPE B WALL102 STORAGE TYPE C WALL103 BREAKROOM TYPE C DOOR106 HVAC / ELEC TYPE C WALL107 OFFICE TYPE A WALL108 GYM TYPE C WALL

3/8" = 1'-0"I-121

1 TILE INSTALLATION PATTERN DETAIL

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FIRE PROTECTION DESIGN CRITERIA

PRELIMINARY FIRE FLOW TEST DATA*

WATER DEMANDS

NAME OF FACILITY: BUILDING 90621LOCATION: HURLBURT AFBTYPE OF CONSTRUCTION: NON-COMBUSTIBLEOWNER: GOVERNMENTAUTHORITY HAVING JURISDICTION: AFCECBUILDING HAZARD: ORDINARY

DATE: 8/8/17

STATIC PRESSURE: 56RESIDUAL PRESSURE: 52WATER FLOW: 670 GPM

TIME: 11:30

PRELIMINARY FIRE FLOW TEST DATA*

FLOW TEST PROVIDED FOR INFORMATION ONLYSOURCE OF WATER SUPPLY: REGIONAL UTILITIES

* CURRENT FLOW TEST DATA IS PRELIMINARY. FLOW TEST SHALL BEPERFORMED BY SPRINKLER CONTRACTOR FOR DESIGN.

NOTIFY ENGINEER OF RECORD IN THE EVENT THAT FIRE FLOW TESTRESULTS ARE LESS THAN ANTICIPATED.

WET DESIGN AREA

ORDINARY

LIGHT

0.20

0.10

OCCUPANCYCLASSIFICATION

DESIGN DENSITYGPM/SQ. FT.

250

250

2500

1500

HOSEGPMSQ. FT.

LEGEND

SQUARE FOOTGALLONS PER MINUTEPOUNDS PER SQUARE INCHOUTSIDE SCREW AND YOKE

SQ. FT.

OS&Y

GPMPSI

DIAMETERMAXIMUMMINIMUMABOVE FINISHED FLOORIN ACCORDANCE WITHAUTHORITY HAVING JURISDICTIONAHJ

AFF

DIAMAXMIN

IAW

NEW CONNECTION POINT

DEMOLISH TO POINT SHOWN

FIRE PROTECTION GENERAL NOTES1. ALL SPRINKLER PIPING, BRACES AND HANGERS SHALL BE DESIGNED TO MEET APPLICABLE SEISMIC

REQUIREMENTS.

2. QUICK RESPONSE SPRINKLERS SHALL BE USED THROUGHOUT, EXCEPT IN ROOMS OR AREAS FOR WHICHQUICK RESPONSE SPRINKLERS ARE NOT LISTED, OR WHERE THEIR USE HAS BEEN SPECIFICALLY PROHIBITEDBY NFPA-13 OR THE AUTHORITY HAVING JURISDICTION.

3. ALL FIRE PROTECTION SYSTEM CONTROL VALVES SHALL BE PROVIDED WITH VALVE SUPERVISORY SWITCHES BYTHE SPRINKLER CONTRACTOR. WIRING TO VALVE SUPERVISORY SWITCHES AND WATER FLOW SWITCHES SHALLBE BY THE FIRE ALARM CONTRACTOR. ALL ELECTRICAL DEVICES FOR THE FIRE PROTECTION SYSTEM SHALLBE COMPATIBLE WITH THE FIRE ALARM SYSTEM.

4. PIPING SHALL BE INSTALLED SO THAT ALL PORTIONS OF THE SYSTEM CAN BE DRAINED BACK THROUGHVALVES IN ACCORDANCE WITH NFPA-13, 14, 15, AND 25.

5. ALL FIRE WALL PENETRATIONS SHALL BE SEALED WITH UL APPROVED FIRE STOPPING SYSTEMS LISTED TOMAINTAIN THE FIRE RATING OF THE WALLS IN WHICH THEY ARE INSTALLED; FIRE STOPPING SHALL BE IDENTICALPRODUCT SUPPLIED BY A SINGLE MANUFACTURER THROUGHOUT THE BUILDING. BOTH SIDES OF PENETRATIONSHALL BE SEALED WITH SEALANT FINISHED TO MATCH ADJACENT WALL, FLOOR, OR CEILING.

6. INSPECTOR'S TEST VALVE TO BE PIPED FROM END OF LAST BRANCH LINE WITH NO EXPOSED PIPE INFINISHED SPACES. INSPECTORS TEST VALVE SHALL BE LOCATED AT HYDRAULICALLY MOST REMOTE LOCATIONAND DRAIN SHALL BE ROUTED OUTSIDE OF THE BUILDING TO A CONCRETE SPLASH BLOCK.

7. FULLY COORDINATE INSTALLATION OF PIPE WITH ALL OTHER TRADES, WITH PARTICULAR EMPHASIS ONCOORDINATION WITH HVAC DUCTWORK. SPRINKLER PIPE SHALL NOT BE SUSPENDED FROM DUCT HANGERSUNLESS THESE SUPPORTS ARE SPECIFICALLY DESIGNED TO ACCOMMODATE SPRINKLER PIPE. HANGERS SHALLBE IN ACCORDANCE WITH NFPA 13.

8. HYDRAULIC DESIGN CALCULATIONS SHALL BE BASED ON MOST RECENT FIRE FLOW TEST. FLOW AND PRESSURETEST SHALL BE PERFORMED BY SPRINKLER CONTRACTOR IAW NFPA-291.

9. ALL FIRE SPRINKLER PIPING SHALL BE SCHEDULE 40, RIGID BLACK STEEL. ALL SPRINKLER PIPING OVER 2"SHALL BE WELDED, FLANGED, THREADED, OR CUT-GROOVE CONNECTIONS. ALL PIPING LESS THAN 2" SHALL BETHREADED. ROLL GROOVE CONNECTIONS SHALL NOT BE ACCEPTABLE.FIRE SUPPRESSION SHALL BE IN ACCORDANCE WITH UFC 3-600-01 CHANGE 1, 28 NOVEMBER 2016, FIRE PROTECTIONENGINEERING FOR FACILITIES, NFPA 13, THE SPECIFICATIONS, AND THE AUTHORITY HAVING JURISDICTION.

10.

FLEXIBLE SPRINKLER HOSE SHALL NOT BE PERMITTED.11.

37

PIPING

SPRINKLER

1

2

A

C.B

C.A

EX.1

C.1 C.2 C.3 C.4 C.5 C.6

31 2

CAP 4" FP PIPING FOR FUTURE NEW FIRE RISER

4 5

6

CONFERENCEROOM

101

BREAKROOM103HVAC / ELEC

106

STORAGE102

RISER105

KITCHEN104

7

8 8

8

7

8

9

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SHEET NOTES1 NEW WET PIPE FIRE SUPPRESSION SHALL BE INSTALLED IN ACCORDANCE WITH UFC 3-600-01 CHANGE 1,

28 NOVEMBER 2016, FIRE PROTECTION ENGINEERING FOR FACILITIES, NFPA13, THE SPECIFICATIONS, ANDTHE AUTHORITY HAVING JURISDICTION.

FIRE SPRINKLER CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS FOR APPROVAL PRIOR TOCONSTRUCTION.

INSPECTORS TEST CONNECTION SHALL BE LOCATED AT MOST HYDRAULICALLY REMOTE LOCATION ANDDRAIN SHALL BE ROUTED TO EXTERIOR OF THE BUILDING TO CONCRETE SPLASH BLOCK. INSPECTORSTEST SHALL BE CONCEALED IN THE CEILING WITH ACCESS PANEL TO THE TEST VALVE.

SEE CIVIL DRAWINGS FOR CONTINUATION OF FIRE PROTECTION MAIN. FIRE RISER AND MAIN PIPING SHALLBE A MINIMUM 4" SCH. 40 PIPE.

NEW FIRE DEPARTMENT CONNECTION. COORDINATE LOCATION WITH HURLBURT FIRE CHIEF.

FIRE SUPPRESSION PIPING SHALL BE SIZED TO ACCOMODATE EXISTING BUILDING AND NEW ADDITION.

OCCUPANCY IS LIGHT HAZARD.

OCCUPANCY IS ORDINARY HAZARD.

NEW STOVE TOP HOOD WITH INTEGRAL CHEMICAL FIRE SUPPRESSION SYSTEM. SEE SHEET M-102, SHEETNOTE #2. INTERFACE WITH BUILDING FIRE ALARM SYSTEM; SEE ELECTRICAL DRAWINGS.

2

3

1/8" = 1'-0"1 FIRST FLOOR PLAN - FIRE PROTECTION

4

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

0 4' 8' 16'

5

1

2

3

4

76

INTERIOR

8

2

TO WET PIPE SYSTEMSIZE PER HYDRAULIC

EXTERIOR

5

7

6

CHECK VALVE - PROVIDE WITH COVER PLATE

9

8

10 REDUCER AS REQUIRED

SWITCH

WET PIPE ALARM VALVE. MOUNT SO BOTTOM

9

10

TS

15

14

12

11

14

13

TIE RODS

FORMED THRUST BLOCK

15

133

OS&Y GATE VALVE W/ TAMPER

SLEEVE AND SEAL WITH WATERPROOFFIRE RESISTANT CAULKING

40 BLACK STEEL.FIRE MAIN - PIPING SHALL BE SCHEDULE

DUCTILE IRON PIPE

PRESSURE GAGE W/COCK

SPILL DRAIN TO CONCRETE SPLASH BLOCK

7WITH MANUFACTURER'S PRINTED INSTRUCTIONS.OF 6" UPSTREAM OF ELBOW, IN ACCORDANCEFLOW SWITCH SHALL BE LOCATED A MINIMUM

(TIE-IN TO BLDG. ALARM)

BALL DRIP16

INSPECTOR'S TEST STATION WITH VALVE, LOCATE ATHYDRAULICALLY MOST REMOTE LOCATION AS PERCALCULATIONS. DRAIN TO EXTERIOR OF BUILDINGWITH SPLASH BLOCK.

PROVIDE RISER CHECK VALVE ASSEMBLY WITHMAIN DRAIN VALVE AND PIPING.

4" TO 4"x2-1/2"x2-1/2" POLISHED BRASS SIAMESECONNECTION WITH CAP AND CHAIN. PROVIDE COLLARLABELED "FDC", SEE PLAN FOR LOCATION.

1

14

12

13

11

14

FLANGE IS NO HIGHER THAN 4' AFF

5 FOR MAINTENANCE

DOUBLE CHECK BACKFLOW PREVENTER17

16

TS

17

9

1" CHAMFER

CONCRETE PAD24"x24"x6"

2"FINISHED GRADE

PADLOCK, PROVIDED BY FIRE

NOTES:1. SEE CIVIL DRAWINGS FOR LOCATION.

3'-0"

2. ALL PORTIONS OF PIV BELOW GRADE SHALL BE CATHODICALLY PROTECTED.

OPEN

BLDG

#906

21 PAINT BUILDING NUMBER ON PIVWITH 2" HIGH ARABIC NUMBERALS

DEPARTMENT

GATE VALVE

SEE CIVIL DRAWINGSFOR CONTINUATION

4

NOT TO SCALEDETAIL - POST INDICATOR VALVE

NOTE:RISER SHALL BE DRAWN TO SCALE ON SHOP DRAWINGS TO REFLECT COMPONENTS SUPPLIED.

WET PIPE FIRE RISERNOT TO SCALE

WET PIPE RISER NOTES

PLANNORTH

AREA OFWORK

PLANNORTH

KEYPLAN

18

19

PROVIDE VALVE AND PIPING FORFORWARD FLOW BFP TEST. PIPING,VALVES, AND FITTINGS SHALL MATCHBFP SIZE.

PIPE BFP TEST PIPING TO TESTHEADER ON EXTERIOR WALL.

18

19

PIPING SHALL BE SIZED TO ACCOMODATETHE EXISTING BUILDING AND NEW ADDITION.

6

7

8

38

9

PLUMBING LEGEND PLUMBING GENERAL NOTESRESPONSIBILITY OF BIDDERS: BEFORE SUBMITTING PROPOSALS, EACH BIDDER SHALL EXAMINE ALL DRAWINGS AND SPECIFICATIONS ISSUED BY THECONTRACTING OFFICER AND SHALL EXAMINE THE SITE OF WORK. HE SHALL BE FULLY INFORMED AS TO CHARACTER OF HIS WORK ANDCOORDINATION OF HIS WORK WITH THAT OF OTHER TRADES. NO CONSIDERATION WILL BE GIVEN AT A LATER DATE FOR ALLEGEDMISUNDERSTANDINGS AS TO REQUIREMENTS OF WORK. MATERIALS TO BE FURNISHED OR CONDITIONS REQUIRED BY NATURE OF SITE. THE FAILUREOR OMISSION OF ANY BIDDER TO RECEIVE OR EXAMINE ANY FORM, INSTRUMENT, ADDENDUM OR OTHER DOCUMENT SHALL IN NO WAY RELIEVE ANYBIDDER FROM ANY OBLIGATION WITH RESPECT TO HIS BID OR THE CONTRACT. THE SUBMISSION OF A BID SHALL BE TAKEN PRIMA FACIE EVIDENCE OFCOMPLIANCE WITH THIS PARAGRAPH AND THAT HE HAS INCLUDED IN HIS PROPOSAL EVERY ITEM OF COST NECESSARY FOR A COMPLETEINSTALLATION OF PLUMBING, INSULATION, MECHANICAL AND PLUMBING CONNECTIONS TO KITCHEN EQUIPMENT, AIR CONDITIONING, HEATING &VENTILATING AND FIRE PROTECTION SYSTEMS OPERATING STRICTLY AS PLANNED AND SPECIFIED.

ALL WORK SHALL BE IN ACCORDANCE WITH THE LATEST ADOPTED INTERNATIONAL PLUMBING & FUEL GAS CODES AND LOCAL PLUMBING & FUEL GASCODES.

THE CONTRACTOR SHALL EXECUTE ALL WORK SO THAT IT PROCEEDS WITH A MINIMUM OF INTERFERENCE WITH OTHER TRADES.

THE CONTRACTOR SHALL VERIFY THE EXACT ROUGH DIMENSIONS IN THE FIELD.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR CONNECTIONS TO ALL PLUMBING FIXTURES AS INDICATED ON THE PLUMBING AND ARCHITECTURALDRAWINGS. WHERE THERE EXIST ANY DISCREPANCY IN THE DRAWINGS, THE SPECIFICATIONS OR DESIGN REQUIREMENTS, THE CONTRACTOR SHALLPROVIDE THE MORE STRINGENT REQUIREMENT AND THEN BRING THE DISCREPANCY TO THE CONTRACTING OFFICER.

THE CONTRACTOR SHALL COORDINATE THE ROUTING AND LOCATIONS OF WATER, WASTE AND VENT PIPING WITH OTHER TRADES AND COORDINATEALL REQUIRED OPENINGS AND EXCAVATIONS. ALL OPENINGS IN FOUNDATION WALLS, FLOORS AND ROOF SHALL BE DESIGNED INTO THE STRUCTUREINITIALLY BY THE USE OF SLEEVES AND ETC. CUTTING AND PATCHING SHALL BE HELD TO A MINIMUM.

SANITARY VENT STACKS THAT EXTEND THRU ROOF SHALL BE FLASHED WATER TIGHT AND SHALL EXTEND A MINIMUM OF 12" ABOVE ROOF AND SHALLBE COORDINATED WITH THE ROOFING CONTRACTOR.

ALL FLOOR DRAIN P-TRAPS SHALL HAVE TRAP SEAL PROTECTION. THE TYPE OF TRAP SEAL PROTECTION SHALL BE AS INDICATED ON PLUMBING PLANSOR AS APPROVED BY LOCAL CODE OFFICIAL.

PROVIDE ALL CONDENSATE DRAIN PIPING FROM AIR CONDITIONING EQUIPMENT P-TRAPS. PROPERLY SLOPE DRAIN LINE TO NEAREST APPROVEDDRAIN FIXTURE. INSULATE THE HORIZONTAL PORTIONS OF THE CONDENSATE DRAIN LINE. INSULATE THE P-TRAP OF THE DRAINAGE FIXTURE THATRECEIVES CONDENSATE DRAINAGE. PROVIDE A MINIMUM 6" AIR GAP BETWEEN DRAINAGE FIXTURE OPENING AND END OF CONDENSATE DRAIN PIPING.

PROVIDE WATER HAMMER ARRESTORS ON THE HOT AND COLD WATER SUPPLY FOR ALL PLUMBING FIXTURES AND KITCHEN EQUIPMENT AS REQUIREDBY PDI WH201.

PROVIDE ANTI-SIPHON DEVICE ON ALL HOSE END CONNECTION FAUCETS AND HOSE BIBBS.

THE PLUMBER SHALL BE RESPONSIBLE FOR INSULATING ALL ABOVE GROUND WATER PIPING IN EXTERIOR WALLS WITH 1" THICK FIBERGLASS PIPEINSULATION, EXTERIOR EXPOSED WATER PIPING INSULATE WITH 1" THICK ARMAFLEX INSULATION, UNDERGROUND HOT WATER WITH 1/2" THICKARMAFLEX PIPE INSULATION.

PROVIDE FIRE STOPPING FOR ALL PIPING PENETRATING RATED FLOORS, WALLS, PARTY WALLS AND CEILINGS. FIRE STOPPING METHODS SHALL BE ASINDICATED IN THE SPECIFICATIONS AND AS PER CODE REQUIREMENTS. PROVIDE FIRE STOPPING MATERIALS AND METHODS IN SUBMITTALS WITHPLUMBING SUBMITTALS.

NO FITTINGS SHALL BE ALLOWED ON DOMESTIC WATER PIPING BELOW CONCRETE SLAB.

PROVIDE DI-ELECTRIC UNIONS AT ALL DISSIMILAR METAL PIPE CONNECTIONS.

PROVIDE "DEKTITE" SEALS AT ALL ROOF PENETRATIONS. PROVIDE U.L. APPROVED PENETRATIONS AT FIRE WALLS, FLOORS AND ROOF ASSEMBLIES.

ALL SERVICE PIPING, THAT IS ACCESSIBLE AND EXPOSED FOR MAINTENANCE, SHALL BE IDENTIFIED WITH "ULTRA-MARK" PIPE MARKERS BY SETONNAME AND PLATE COMPANY, OR APPROVED EQUAL. MARKERS SHALL CONFORM TO CFR 29, CFR 1910.144, ANSI A13.1, AND ANSI Z53.1. SPACING OFIDENTIFICATION MARKS, ON RUNS, SHALL NOT EXCEED 25 FEET. PAINTING OF PIPING SYSTEMS SHALL CONFORM TO SPECIFICATION SECTION 09900,"PAINTING". COLORS SHALL CONFORM TO ANSI Z53.1 TAG ALL EQUIPMENT, GAGES, THERMOMETERS, VALVES, AND CONTROLLERS WITH TAGS OF BRASSOR AN APPROVED, N ON-FERROUS MATERIAL AND SECURELY MOUNT OR ATTACH. PROVIDE EQUIPMENT WITH TAGS, NUMBERED AND STAMPED FORTHEIR USE.

1

1

1

HEX SHEET NOTE

1

SQUARE SHEET NOTE

TRIANGLE SHEET NOTE

ROUND SHEET NOTE

CONNECT TO EXISTING

AFF ABOVE FINISH FLOORADA AMERICANS WITH DISABILITY ACTBFP BACK FLOW PREVENTERBTU BRITISH THERMAL UNITSCP CIRCULATOR PUMPCONT. CONTINUATIONDFU DRAINAGE FIXTURE UNITSDWGS DRAWINGSELEV. ELEVATIONET EXPANSION TANKEWH ELECTRIC WATER HEATEREX EXISTING°F DEGREE FAHRENHEITFD FLOOR DRAINGAL. GALLONSGPM GALLONS PER MINUTEGPF GALLONS PER HOURGWH GAS FIRED WATER HEATERHB/VB HOSE BIBB (VACUUM BREAKER)HP HORSE POWERHR HOURPSI POUNDS PER SQUARE INCHSK SINKTMV THERMOSTATIC MIXING VALVEVTR VENT THROUGH ROOFWHA WATER HAMMER ARRESTOR

PLUMBING ABBREVIATIONS

PIPE DOWN

PIPE UP

SANITARY SEWER1"ø SS

VENT1"ø V

DOMESTIC COLD WATER1"ø DCW

DOMESTIC HOT WATER1"ø DHW

1"ø DHWR DOMESTIC HOT WATER RETURN

1"ø T TRAP PRIMER

CHECK VALVE

BALL VALVE

1.

2.

3.

4.

5.

6.

7.

8.

9.

10.

11.

12.

13.

14.

15.

16.

17.

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PLUMBING FIXTURE CONNECTION SCHEDULEMARK DESCRIPTION WASTE CW HW REMARKS

P-1 KITCHEN SINK 2" 1/2" 33"x22"x8-1/2" DEEP STAINLESS STEEL, PROVIDE WITH BACKSPLASH

FD FLOOR DRAIN 3" -- -- PROVIDE TRAP PRIMER

1/2"

WH WALL HYDRANT -- 1/2" -- WOODFORD MODEL 68

39

P-2 ICE MAKER VALVE BOX -- 1/2" -- OATEY 39140

1

2

A

C.B

C.A

EX.1

C.1 C.2 C.3 C.4 C.5 C.6

EXISTING HOSE BIB

EXISTING HW HEATER

3/4"ø DHW

3/4"ø DCW

EXISTING WASHER

EXISTING MOP SINK

1/2"ø

DCW

3/4"ø

DHW

3/4"ø DHW

3/4"ø DCW

1/2" DCW

1/2" DCW3/4" DHW

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PLUM

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SHEET NOTES1 PROVIDE ISOLATION VALVES FOR DCW & DHW.

NEW WALL HYDRANT. SEE SCHEDULES ON SHEET P-001.

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

0 2' 4' 8'

1/4" = 1'-0"1 PLUMBING WATER PIPINGPLAN

NORTH

AREA OFWORK

KEYPLAN

PLANNORTH

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40

1

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C.1 C.2 C.3 C.4 C.5 C.6

3" SANITARY

PER C-105.

2" VENT THRU ROOF

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2" VENT THRU ROOF

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2" SANITARY

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PLUM

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1/4" = 1'-0"1 PLUMBING WASTE PIPING

SHEET NOTES1 1-1/2" DRAIN FOR SINK AND DISHWASHER.

SEE SINK DISPOSAL DETAIL ON THIS SHEET FOR DRAINCONNECTION TO SINK AND DISHWASHER.

NEW FLOOR DRAIN IN MECHANICAL ROOM. SEE SCHEDULES ONSHEET P-001.

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

0 2' 4' 8'

2

DISPOSAL DETAIL

DISPOSAL

2" WASTE TO SANITARY

SINK DRAIN

AIR GAP

3/4" FLEX HOSETO DISHWASHER

NOT TO SCALE

WCO

PLANNORTH

AREA OFWORK

KEYPLAN

PLANNORTH

3

41

HVAC GENERAL NOTES1. 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.

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

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.

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.

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.

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

PER NFPA 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.

HVAC LEGENDSUPPLY AIR DUCT UP

SUPPLY 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.

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

WxH DOUBLE WALL DUCTWORK

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.

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

SYMBOLS

T THERMOSTAT

CO2

H HUMIDISTAT

CARBON DIOXIDE SENSOR

S SENSOR

FLOW SENSORFS

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

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AD AUTOMATIC DAMPERAFF ABOVE FINISHED FLOORAFG ABOVE FINISHED GRADEAHU AIR HANDLING UNITAMB AMBIENTAPPROX APPROXIMATEARCH ARCHITECT OR ARCHITECTURALARI AIR-CONDITIONING AND REFRIGERATION INSTITUTEATU AIR TERMINAL UNITAUTO AUTOMATICAUX AUXILIARYBHP BRAKE HORSEPOWERBTU BRITISH THERMAL UNITC CONDENSATE LINECD CEILING DIFFUSERCFM CUBIC FEET PER MINUTECHWS CHILLED WATER SUPPLYCHWR CHILLED WATER RETURNCL CENTER LINECONT CONTINUATIONCOP COEFFICIENT OF PERFORMANCECU CONDENSING UNITCWS CONDENSER WATER SUPPLYCWR CONDENSER WATER RETURNDB DRY BULBDDC DIRECT DIGITAL CONTROLDEG DEGREEDELTA-T TEMPERATURE DIFFERENCEDEMO DEMOLISHDIA DIAMETERDN DOWNDR DRAINDWG DRAWINGEA EXHAUST AIREAG EXHUAST AIR GRILLEAL EXHUAST AIR LOUVEREAT ENTERING AIR TEMPERATUREEDB ENTERING DRY BULBEER ENERGY EFFICIENCY RATIOEWB ENTERING WET BULBEFF EFFICIENCYELEC ELECTRICALENT ENTERINGESP EXTERNAL STATIC PRESSUREET EXPANSION TANKEVAP EVAPORATOREWT ENTERING WATER TEMPERATUREEF EXHAUST FANEX EXISTINGEXT EXTERNALF/A FIRE ALARM°F DEGREES FAHRENHEITFCU FAN COIL UNITFD FIRE DAMPERFMS FLOW MONITORING STATIONFLA FULL LOAD AMPSFLR FLOORFO FLAT OVALFPM FEET PER MINUTEFS FLOW SWITCHFSD FIRE AND SMOKE DAMPERFT FEETGAL GALLONSGALV GALVANIZEDGPM GALLONS PER MINUTEH2O WATERHD HEADHP HORSEPOWERHPU HEAT PUMP UNITHR HOURHSPF HEAT SEASONAL PERFORMANCE FACTORHWR HOT WATER RETURNHWS HOT WATER SUPPLYHZ HERTZIAW IN ACCORDANCE WITHIN INCHINSUL INSULATION

INT INTERNALKW KILOWATTLAT LEAVING AIR TEMPERATURELBS POUNDSLP LOW PRESSURELRA LOCKED ROTOR AMPSLSD LINEAR SLOT DIFFUSERLVR LOUVERLWT LEAVING WATER TEMPERATUREMAT MIXED AIR TEMPERATUREMAX MAXIMUMMBH THOUSAND BRITISH THERMAL UNITS PER HOURMBTU THOUSAND BRITISH THERMAL UNITSMCA MINIMUM CIRCUIT AMACITYMFR MANUFACTURERMIN MINIMUMMISC MISCELLANEOUSMNT MOUNTMOCP MAXIMUM OVERCURRENT PROTECTIONMSCU MINI SPLIT CONDESING UNITMSAHU MINI SPLIT AIR HANDLING UNITMVD MANUAL VOLUME DAMPERNC NORMALLY CLOSEDNO NORMALLY OPENN/A NOT APPLICABLENTS NOT TO SCALEOA OUTDOOR AIROAT OUTDOOR AIR TEMPERATUREOAL OUTDOOR AIR LOUVEROAHU OUTDOOR AIR HANDLING CONDESING UNITOACU OUTDOOR AIR CONDENSING UNITPD PRESSURE DROPPG PRESSURE GAUGE PRESS PRESSUREPSI POUNDS PER SQUARE INCHQTY QUANTITYRA RETURN AIRRAG RETURN AIR GRILLERAR RETURN AIR REGISTERRAT RETURN AIR TEMPERATUREREF REFERENCEREFR REFRIGERANTRQD REQUIREDREV REVISIONRLA RUNNING LOAD AMPSS SWITCHSA SUPPLY AIRSAG SUPPLY AIR GRILLESAR SUPPLY AIR REGISTERSAT SUPPLY AIR TERMERATURESD SMOKE DAMPERSEER SEASONAL ENERGY EFFICIENCY RATIOSENS SENSIBLESERV SERVICESHT SHEETSP STATIC PRESSURESPEC SPECIFICATIONSQ.FT. SQUARE FEETSS STAINLESS STEELSTD STANDARDSWR SIDE WALL RETURNSWS SIDE WALL SUPPLYTEMP TEMPERATURETSP TOTAL STATIC PRESSURET'STAT THERMOSTATTTL. TOTALTW THROW-AWAYTYP TYPICALUC UNDER CUT DOORUH UNIT HEATERV VOLTVAV VARIABLE AIR VOLUMEVEL VELOCITYVFD VARIABLE FREQUENCY DRIVEVSD VARIABLE SPEED DRIVEVP VELOCITY PRESSUREWB WET BULBWC WATER COLUMNWG WATER GAUGEW WATTSΦ PHASE

HVAC ABBREVIATIONS

2-1/2" CHWS&R

1" HWS&R

EXISTING AHU-2

EXISTING AHU-1

EXISTING B-1

TO EXISTINGACC-1

EXISTING 1-1/2"HWS&R

4" CHWS&R 1

BID OPTION #1

EXISTING TOREMAIN UNITHEATER

T

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HVAC

DEM

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1/8" = 1'-0"1 FIRST FLOOR HVAC DEMOLITION PLAN

SHEET NOTES1 REMOVE EXISTING DIFFUSERS AND PREPARE FOR NEW DUCTWORK CONNECTION. PATCH HOLES IN EXISTING

DUCTWORK.

RELOCATE EXISTING UNIT HEATER THERMOSTAT TO POINT INDICATED ON SHEET M-102.

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

0 4' 8' 16'

PLANNORTH

AREA OFWORK

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2

1

2

A

C.B

C.1 C.2 C.3 C.4 C.5 C.6

OFFICE107

STORAGE102

RISER105

KITCHEN104

HVAC / ELEC106

CONFERENCEROOM

101

BREAKROOM103

AHU-4

VAV4-1

VAV4-2

1

3

3

3

3

2

3

BID OPTION #1

A 125

C 100

A 100

A 100A 125

A 100A 100

A 250

A 225B 900

B 900

B 665

A 225A 225A 225

A 225 A 225 A 225 A 225

A 150

A 150A 150

24"x16"

16"x12"

24"x12"

16"ø

20"ø

24"x

14"

12"ø

33

3

8"ø 8"ø

8"ø

8"ø

8"ø

8"ø 8"

ø8"

ø8"ø

8"ø

8"ø

8"ø

8"ø8"

ø8"ø

4

EXISTING TOREMAIN UNITHEATER

T

5

14"x12"

6

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18 DEC 2017

FIRS

T FL

OOR

HVAC

PLA

N

DJM

GDP

1/4" = 1'-0"1 FIRST FLOOR HVAC PLAN

SHEET NOTES1 OA UP THROUGH ROOF. OA INTAKE SHALL BE MINIMUM

10'-0" FROM EXHAUST DISCHARGE OR PLUMBING VENTS.OUTSIDE AIR DAMPER SHALL BE EXTRUDED ALUMINUM.

CONTRACTOR TO PROVIDE NEW STOVE TOP HOOD WITHBUILT-IN CHEMICAL FIRE SUPPRESSION SYSTEM. ROUTENEW 6" DUCT TO EXTERIOR. HOOD EXHAUST DUCTSHALL BE AIR TIGHT.

PROVIDE MANUAL VOLUME DAMPERS FOR ALL BRANCHDUCTS AND TAPS. (TYP)

6" EXHAUST FOR KITCHEN HOOD WITH VENT COVER.EXHAUST SHALL BE AIR TIGHT.

RELOCATE EXISTING UNIT HEATER THERMOSTAT TOLOCATION SHOWN.

NEW TRANSFER RETURN DUCTWORK.

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

0 2' 4' 8'

2

3

PLANNORTH

AREA OFWORK

KEYPLAN

PLANNORTH

44

4

5

6

1

2

A

C.B

C.A

EX.1

C.1 C.2 C.3 C.4 C.5 C.6

AHU-4

VAV4-1

VAV4-2

2-1/2" CHWS&R

1" HWS&R

EXISTING AHU-1

EXISTING B-1

TO EXISTINGACC-1

EXISTING 1-1/2"HWS&R

4" CHWS&R

2" CHWS&R

1

1 1/4"ø HWR

1 1/4"ø HWS

2

1"ø

HWR

1"ø

HWS

3

4

3/4"ø HWR

3/4"ø HWS

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0621

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90621

FTEV 16-1061

55

M-103100% SUBMITTAL

18 DEC 2017

FIRS

T FL

OOR

PIPI

NG P

LAN

DJM

GDP

1/4" = 1'-0"1 FIRST FLOOR PIPING PLAN

SHEET NOTES1 TIE NEW 2" CHWS&R INTO EXISTING 4" CHWS&R. PROVIDE

NEW ISOLATION VALVES FOR SUPPLY AND RETURN. MAINTAINACCESS TO NEW ISOLATION VALVES.

TIE NEW 1-1/4" HWS&R INTO EXSTING 1-1/2" HWS&R. PROVIDENEW ISOLATION VALVES AT NEW CONNECTION.

PROVIDE NEW 2-WAY VALVE.

PROVIDE NEW 3-WAY VALVE.

2

3

4

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

0 2' 4' 8'

PLANNORTH

AREA OFWORK

KEYPLAN

PLANNORTH

45

NOT TO SCALE

SQUARE CEILING DIFFUSER

INSULATED FLEXIBLE DUCT

EQUIPPED WITH A STANDOFFMANUAL DAMPER SHALL BE

AND VAPOR BARRIER ON THE OUTSIDETO SPIN-IN AND DIFFUSER. WRAP WITH INSULATIONNYLON DRAWBAND TO ATTACH INTERIOR DUCT

OF DIFFUSER. SEAL TO INSULATION VAPOR

NEW THERMAL INSULATED BLANKET WITH VAPORBARRIER SHALL COVER ENTIRE BACK FACE

BARRIER WITH CONTACT TAPE.

OF THE BAND.

OUTSIDE INSULATION.SO OPERATOR IS LOCATED

EXTERNALLY INSULATE THESUPPLY AIR DUCT

SUPPORT FLEXIBLEDUCT AS REQUIRED.

SPIN-IN TAP FITTING AND MANUALDAMPER, IT SHALL BE WRAPPED WITHFIBERGLASS INSULATION WITH VAPORBARRIER. SEAL THE VAPOR BARRIERTO THE FLEX AND SUPPLY DUCTWORKVAPOR BARRIER WITH CONTACT TAPE.

PANEL DIFFUSER DETAIL

DUCT HANGER DETAIL

STRAP HANGERS

HANGERSTRAPS

SCREWSSCREWS MAYBE OMITTED IFHANGER LOOPS

NOT TO SCALENOTES:1. HANGERS TO BE ATTACHED TO STRUCTURE PERSMACNA STANDARDS.2. SIZE OF FASTENERS, STRAPS, RODS, AND ORANGLES TO BE PER SMACNA STANDARDS.3. WHERE SCREWS PENETRATE DUCTWORK FULLYCOAT SCREW HEAD WITH APPROVED MASTIC.

60" MAX

1" MIN.

BOX MFG.PROVIDED BY

2

1

PRESSURE INDEPENDENT VAV BOXW/ GALVANIZED STEEL CASING

ALL THREAD RODS UP TO JOIST

INLET (ROUND).TRANSITION

INSTALL HIGHAS NECESSARY;

PRESSURE FLEX

3

VAV BOX NOTESCONTROL PANEL

DAMPER ACTUATOR

MAINTAIN 3'-6" ACCESS FOR HOTWATER COIL

AIRFLOWDUCT INTO VAV BOX2 TIMES DIAMETER OF STRAIGHT

HOT WATER

2

1

3

NOT TO SCALE

HEATING COIL

(TRANSITION TO SIZE SHOWN ON PLANS)GALVANIZED STEEL DUCTWORK

OR METAL STAPS.

TYPICAL VAV TERMINAL UNIT DETAIL

BALANCING COCK

TYPICAL CHILLED

OR HOT WATER COILT/PRETURN

BALL VALVE

CIRCUIT SETTER

T/P

T/P

THREE WAY CONTROL

VALVESUPPLY

MANUAL VENT

DRAIN VALVE

AIRFLOW

BLOWDOWN VALVE

Y-STRAINER W/

TYPICAL COIL CONNECTIONDETAIL WITH THREE WAY VALVENOT TO SCALE

TYPICAL CONDENSATE DRAIN DETAIL

OF INLET AND OUTLET SHALL BETHE DIFFERENCE BETWEEN HEIGHT

MINIMUM TO DRAINPOINT AS INDICATED

TOTAL STATIC PRESSURE OFEQUIPMENT FAN PLUS 2.

ALL CONDENSATE PIPING SHALL BE INSULATED.

SLOPE 1/4" PER FOOT

NOTE:

TEE

NOT TO SCALE

TRAP

ELL

TEE

PROVIDE CLEAN-OUT PLUG ACCESS.

DEPTH OF TRAP EQUAL TO

ELL

MALE THREADED

EQUIPMENT SERVED

PLUG CLEANOUTTHE TSP+2".

NOT TO SCALEAIR HANDLER DETAIL

FLEX CONNECTOR

SA

LAT

EAT AHU

OUTSIDE AIR

RETURN AIR

OUTSIDE AIR DAMPER SHALL BEEXTRUDED ALUMINIUM

TYPICAL COIL CONNECTION DETAILWITH TWO WAY VALVENOT TO SCALE

Y-STRAINER W/BLOWDOWN VALVE

RETURN

SUPPLY

MANUAL VENT

TWO WAY CONTROL

VALVE

CIRCUIT SETTER

OR HOT WATER COIL

TYPICAL CHILLED

DRAIN VALVE

AIRFLOW

T/P

T/P

T/P

BALL VALVE

BALL VALVE

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0621

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90621

FTEV 16-1061

55

M-501100% SUBMITTAL

18 DEC 2017

MECH

ANIC

AL D

ETAI

LS

DJM

GDP

NOT TO SCALE

THROAT AREA OF MONITOR

SUM OF DUCT THROAT AREASSHALL BE AT LEAST EQUAL TO

MANIFOLDED TO MONITOR

ROOF MONITOR

FLASHING

WOOD NAILER

ROOF CURB

SHEET METAL FROM RA DUCT CONNECTION TOMONITOR. TRANSITION OA DUCTS AND MANIFOLD

INDIVIDUALLY TO ROOF MONITOR

OUTSIDE AIR DUCTWORK SHALL BE GALVANIZED

TYPICAL ROOF MONITOR DETAIL46

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R SQ

UADR

ON

HURL

BURT

FIE

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LORI

DA

SOF

AD

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DB

UIL

DIN

G 9

0621

PROJECT NUMBER:

BUILDING NUMBER:

DRAWN BY:

DESIGNED BY:

DATE:

90621

FTEV 16-1061

55

M-601100% SUBMITTAL

18 DEC 2017

MECH

ANIC

AL S

CHED

ULES

DJM

GDP

AIR HANDLING UNIT SCHEDULE AIR TERMINAL UNIT SCHEDULE

NOTES:

HDT - HORIZONTAL DRAW THROUGHVDT - VERTICAL DRAW THROUGH

FOR SERVICE AS RECOMMENDED BY MANUFACTURER.ADJUST LOCATION OF UNITS IN MECHANICAL ROOMS AS REQUIRED

PIPE ALL CONDENSATE FROM UNITS TO DRAIN WITH TRAP.

UNITS MAY REQUIRE SETTING BEFORE WALL ARE INSTALLED OR UNITSMAY NEED DISASSEMBLY AND REASSEMBLY IN MECHANICAL ROOM.

PROVIDE EXTENDED LUBE LINES TO OUTSIDE OF UNIT CASING ON THE SIDEWHICH IS ACCESSIBLE FOR SERVICING ON ALL UNITS.

MARK

FAN DATA

TOTALAIRCFM

OUTSIDEAIR CFM E.S.P. IN. H2O

AHU-4 HDT 2800 275 2.0 5 208 3 60 500 76.0 64.4 54.6 54.4 16 55 2 3-WAY

FAN MOTORHORSEPOWER VOLTS PHASE HERTZ

MAX. FACEVEL. FPM

ELECTRICAL DATACHILLED WATER COOLING DATA

TOTAL COOLINGCAP. MBTU/HR

SENSIBLE COOLINGCAP. MBTU/HR

81.2 64.1

TYPE ENTERING AIRTEMP.

LEAVING AIRTEMP.

°Fdb °Fwb °Fdb °Fwb

CHILLED WATERDATA

GPM °F ENT.

MAX.WPDFT.

CONTROL VALVE

TYPE

TERMINAL UNIT.

PRESSURE ACROSS AIR TERMINAL UNIT.SOUND POWER LEVEL IS WITH 1.0 INCH WATER GAGE DIFFERENTIAL STATIC

MAXIMUM RADIATED SOUND POWER LEVEL SHALL BE 25 db (NOISE TRANSMITTED THRU

UNIT DISCHARGE INTO DOWNSTREAM DUCTWORK) AT REFERENCE AIRFLOW INDICATEDAND WITH 1.0 INCHES WATER GAGE DIFFERENTIAL STATIC PRESSURE ACROSS AIR

CASING WALLS) AT REFERENCE AIR FLOW INDICATED. FOR VAV UNITS MAXIMUM RADIATED

MAXIMUM END DISCHARGE SOUND POWER LEVEL SHALL BE 25 db. (NOISE EMITTD FROMAIR TERMINAL UNIT GENERAL NOTES:

VAV4-1 1000 300 12 300 9.9 1.5 0.25 180

MARK MAX.AIR CFM

MIN.AIR CFM

ROUNDINLETSIZE

TOTALHEATING

CFMMIN. OUTPUT CAP.

MBTU\HR

HEATING DATAHOT WATER COIL DATA

GPM MAX. WPDFT.

VAV4-2 1800 550 16 550 18.0 2.5 0.25 180

EWT °F

160

160

LWT °F

85

85

EAT °F LAT °F

55

55

CHWCOIL

AD

AD

DIAO

DO

AI

AI

AI

AO

AIAI

AO

AO

VAV AHU-4 CONTROL DIAGRAMNO SCALE

F/A BY DIV 26

VARIABLE

DRIVEFREQUENCY

CHW

R

CHW

S

S TO F/A

P HPS

COOLING COILSUPPLY AIRTEMP

LTDEMIXED AIRTEMPSENSOR

3-WAYCHWCONTROLVALVE

EVSD

TO SYSTEM VAVTERMINAL UNITS(AHU-1)

DUCT HIGHPRESSURE SHUTDOWNSWITCH

OA

STARTSTATUSMODULATE

RETURN AIRTEMP SENSOR

STATIC PRESS SENSOR(LOCATE DOWNSTREAM

UNIT LEAVINGSUPPLY AIRTEMP

RA

FMS

FROM AHU-4 IN MEDPRESSURE DUCTWORK

2/3

AHU-4 SEQUENCE OF OPERATIONALL SETPOINTS SHALL BE ADJUSTABLE.

SETPOINTS OF 74°F COOLING AND 68°F HEATING SHALL BE MAINTAINED 24/7/365.THE AHU SUPPLY FAN SHALL BE ENABLED AND COMMANDED TO RUN. THE SUPPLY STATIC PRESSURE CONTROL LOOP, COOLING COILCONTROL LOOP, AND OUTSIDE AIR CONTROL LOOP SHALL BE ENABLED. VAV TERMINAL UNITS SHALL ALSO BE ENABLED WITH TEMPERATURE SETPOINTS FROM EACHLOCAL SPACE THERMOSTAT. SYSTEM SHALL MAINTAIN STATIC PRESSURE SETPOINT.

WHEN THE COOLING COIL CONTROL LOOP IS ENABLED, THE DDC HARDWARE SHALL MODULATE THE COOLING COIL CHILLED WATER VALVE TO MAINTAIN SUPPLY AIRTEMPERATURE AT 55°F SETPOINT.

WHEN THE OUTSIDE AIR CONTROL LOOP IS ENABLED, THE DDC SHALL MODULATE THE OUTSIDE AIR DAMPER OPEN TO ATTAIN THE MINIMUM SCHEDULED OUTSIDE AIRCFM SETPOINT. IF THE OUTSIDE AIR DAMPER IS 100% OPEN AND THE MAXIMUM SCHEDULED OA CFM SETPOINT CANNOT BE ATTAINED, THEN THE DDC SHALLMODULATE THE RETURN AIR DAMPER TOWARD THE CLOSED POSITION UNTIL THE MAXIMUM SCHEDULED OUTSIDE AIR CFM IS ATTAINED. AT NO TIME SHALL THE RADAMPER BE LESS THAN 10% OPEN.

VAV TERMINAL UNIT SEQUENCE OF OPERATIONALL SETPOINTS SHALL BE ADJUSTABLE.

THE TERMINAL CONTROL UNIT (TCU) SHALL MODULATE THE VAV DAMPER AND THE HOT WATER CONTROL VALVE AS NEEDED TO MAINTAIN SPACE TEMPERATUREAT SETPOINT AS FOLLOWS. ON A RISE IN SPACE TEMPERATURE ABOVE SETPOINT THE CONTROLLER SHALL MODULATE THE VAV DAMPER OPEN TO THE MAXIMUMSCHEDULED CFM SETTING. AS SPACE TEMPERATURE DROPS TO SETPOINT, TCU SHALL MODULATE THE VAV DAMPER CLOSED TO MINIMUM CFM SETTING. IFSPACE TEMPERATURE CONTINUES TO DROP BELOW SETPOINT THROUGH ITS HEATING DEADBAND, TCU SHALL MODULATE THE HOT WATER CONTROL VALVE OPENAND THE VAV DAMPER SHALL MODULATE TO ITS HEATING CFM SETPOINT AS INDICATED ON THE VAV SCHEDULE.

OUTSIDE AIRFILTER

AIR DISTRIBUTION SCHEDULECFMMARK

A 6SIZE

81012

1614

24x24LENGTH

NECK FACE SIZE DESCRIPTION

B 24x24 RETURN / EXHAUST GRILLE

SUPPLY DIFFUSER

1/2"x1/2"x1/2" GRID

6x68x8

10x1012x12

16x1614x14

000-110111-220221-350351-530

731-970531-730

1541-1880 22x221241-1540971-1240

20x2018x18

MATERIAL: ALUMINUMOPPOSED BLADE DAMPERS: NO

COLOR: WHITEBASIS OF DESIGN: PRICE 80

MATERIAL: ALUMINUMOPPOSED BLADE DAMPERS: NO

COLOR: WHITEBASIS OF DESIGN: PRICE SPD

000-100101-225226-300301-400

501-600401-500

(TYP)

(TYP)

C SUPPLY SIDEWALL DIFFUSER

501-890891-1450

331-500251-330161-250000-160

18x1024x12

18x612x68x66x6

SINGLE DEFLECTION3/4" SPACING

BASIS OF DESIGN: PRICE 610COLOR: WHITE

OPPOSED BLADE DAMPERS: NOMATERIAL: EXTRUDED ALUMINUM

EXISTING AIR TERMINAL UNIT SCHEDULE

VAV-1 1350 405 12 18.8 2.0 180

MARK MAX.AIR CFM

MIN.AIR CFM

ROUNDINLETSIZE

TOTALHEATING

CFMMIN. OUTPUT CAP.

MBTU\HR

HEATING DATAHOT WATER COIL DATA

GPM

VAV-2 1035 310 10 15.6 1.5 180

EWT °F

160

160

LWT °F

85

85

EAT °F LAT °F

55

55

**SCHEDULE SHOWN FOR REBALANCE PURPOSES**

1.5 180 1608555

2.0 180 1608555

VAV-3 990 300 12 14.2

VAV-4 985 295 10 16.6

405

310

300

295

**SCHEDULE SHOWN FOR REBALANCE PURPOSES**

EXISTING AHU SCHEDULE

AHU-1 4550 840 -- --

MARK MAX.AIR CFM

OUTSIDEAIR CFM

HOT WATER COIL DATA

GPM

AHU-2 2400 325 5.5 160

EWT °FEAT °F

--

64

--AHU-3 3000 1000 -- --

30 45

CHILLED WATER COIL DATA

GPM

14.5 45

EWT °FEAT °F

77

77

84 21.5 45

47

ALL MOTORIZED DAMPERS AHLL BE EXTRUDED ALUMINUM.

GENERAL 1 G-001 TITLE SHEET CIVIL HURLBURT FIELD, FLORIDA ...

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