Architect

IN2 / PBK12222 Merit DriveSuite 1140Dallas, Texas 75251972-427-1222 P

Structural

AG & E 1200 Summit AvenueSuite 420Fort Worth, Texas 76102817-529-7240 P

MEP

LEAF Engineers 14001 Dallas ParkwaySuite 400Dallas, Texas 75240972-233-1323 P

Richard DavisPresident

BOARD OF TRUSTEES

Ralph KunkelVice President

Jack McCartySecretary

Joe TolbertTrusteeKelvin DilksTrustee

Whitney HardingTrustee

Kris DressTrustee

Darrell G. Brown, Ph.D.Superintendent

ADMINISTRATION

Skip BaskervilleAssociate Superintendent of Human Resources, Governance and Support Services

Elizabeth A. Clark, Ed.D.Associate Superintendent of Curriculum and Instruction

Dave LambsonExecutive Director of Technology DepartmentKatie Bowman, CPAAssociate Superintendent of Finance & Auxiliary Services

Mark ThomasCommunication Officer

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 Pin2arch.com

BIRDVILLE ISD COLLEGIATE ACADEMY RENOVATIONS

BISD

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

NS12

/19/

2018

5501 Haltom Rd // Haltom City, TX // 76137

DIMENSIONS

NOTE: all dimensions to face of wall unlessotherwise noted

COLUMN LINE

FLOOR LINE

MATCH LINE

NORTH ARROW

INTERIOR ELEVATION SYMBOL

DOOR DESIGNATION

EXTERIOR ELEVATION SYMBOL

PLAN OR DETAIL ENLARGED

DETAIL SECTIONSAND VERTICAL SECTIONS

PARTITION TYPE

REVISION NUMBER

DETAIL ENLARGED

WINDOW DESIGNATION

EXISTING ELEVATION

FINISH GRADE ELEVATION

AREA DRAIN

PROPERTY LINE

NO.

NO.

A1.01 1

2

3

4

A1.01 12

10'-0".

6'-0". 4'-0".

1

18'-6"

SPOT COORDINATE

KEY NOTE

BREAK LINE

MATCH LINESEE XX/X-XXX

EQUIPMENT DESIGNATION

TOILET ACCESSORY SYMBOL

GRAPHIC SCALE

ROOM NAME AND NUMBER

SPOT ELEVATION

WHICH CONTINUATIONSHEET NUMBER ON

IS FOUND

PROPERTY LINE

FHCFHC

FIRE HOSE CABINET

FECFEC

FIRE EXTINGUISHER CABINET(RECESSED AND SURFACE MOUNTED)

(RECESSED AND SURFACE MOUNTED)

SHOWER HEAD

RTU REFER TO MECHANICAL FOR TYPEROOF TOP UNIT

F.D.

FLOOR SINK

FLOOR DRAIN

OVERFLOW DRAIN AND ROOF DRAIN

F.S.

FENCING (WITH POSTS)

123

OVERFLOW DRAIN

ROOF DRAIN

25C

TA1

SCALE: 1" = 4'-0"

0 2' 4' 8'

1A-100

EXISTING PARTITION

NEW PARTITION

N - 58' 2"E - 150' 11"

1A-100

SECTION CALLOUT SYMBOL

0

NameElevation

1i

1tA

1A101

.

Room name101

150 SF

1A101

.

TRUE NORTH

PROJECT LOCATION

5501 Haltom Rd.Haltom City, TX 76137

SHEET NUMBER

SHEET DISCIPLINE TYPEDISCIPLINE

A2.01ASEQUENCE (.01 - .99......etc.)

BUILDING AREA

0 GENERAL1 SITE2 FLOOR PLANS (Note: Flip Sheets are Schedules)3 ROOF4 ENLARGED PLANS5 PLAN DETAILS6 ELEVATIONS (Exterior and Interior)7 PARTITION TYPES, WALL SECTIONS8 CASEWORK9 DOORS, WINDOWS, FRAMES10 CEILINGS

G GENERALC CIVILL LANDSCAPECA SPORTSS STRUCTURALD DEMOLITIONA ARCHITECTURALM MECHANICALE ELECTRICALP PLUMBINGT TECHNOLOGYFS FOOD SERVICEAV ACOUSTICALTH THEATRICAL

EARTH (EXISTING)

EARTH (BACKFILL)

02 SITE CONSTRUCTION

DRAINAGE FILL

CAST-IN-PLACE CONCRETE

03 CONCRETE

PRECAST CONCRETE

BRICK

04 MASONRY

CONCRETE MASONRY UNITS

STONE

CAST STONE

GROUT

ALUMINUM

05 METALS

STEEL

CONTINUOUS WOOD

06 WOODS AND PLASTICS

INTERMITTENT WOOD

FINISH WOOD

MEDIUM DENSITY FIBER BOARD (MDF)

PARTICLE BOARD

PLYWOOD

SOLID SURFACE MATERIAL

BATT INSULATION

07 THERMAL & MOISTURE PROTECTION

LOOSE FILL INSULATION

RIGID INSULATION

GLASS

08 GLAZING

CEMENT PLASTERING/ STUCCO

09 FINISHES

GYPSUM BOARD

MATERIALS CONVENTIONS

TO C

ONT

ROL

48" M

AX

15" M

INAC

CESS

IBLE

WAL

L SW

ITCH

AND

OUT

LET

48" M

AX

TO O

PERA

BLE

HAND

LE

ACCE

SSIBL

E FIR

E EX

TING

UISH

ER C

ABIN

ET

48" M

AX

ACCE

SSIBL

ESO

AP D

ISPEN

SER

(TA-1)

48" M

AX

ACCE

SSIBL

E PA

PER

TOW

EL D

ISPEN

SER

(TA-2)

TO O

PERA

BLE

MEC

HANI

SM

(TA-3)

LABEL DESCRIPTION REMARKS

ACCESSORIES

1. COORDINATE FINAL LOCATIONS WITH ARCHITECT PRIOR TO INSTALLATION2. CONTRACTOR IS TO VERIFY ALL HEIGHTS OF ACCESSORIES TO COMPLY WITH ALL

APPLICABLE ACCESSIBILITY REQUIREMENTS3. REFER TO ALL FINISHES AND COLORS IN FINISH SCHEDULE, VERIFY ALL PATTERNS

WITH ARCHITECT

TA-1 SOAP DISPENSERTA-2 PAPER TOWEL DISPENSERTA-13 FIRE EXTINGUISHER CABINET

2' - 8"

3' - 0" 5' - 0"

MINIMUM CLEAR WIDTH FOR SINGLE WHEELCHAIR

3' - 0

"

3' - 0

"4' - 8

"

3' - 0"

5' - 0"

MINIMUM CLEAR WIDTH FOR TWO WHEELCHAIRS

5' - 0

"

5' - 0"

60" DIAMETER SPACE T-SHAPED SPACE FOR 180° TURNS

PULL SIDE PUSH SIDE

NOTE: X = 12" IF DOOR HAS BOTH A CLOSER AND A LATCH

60" M

IN.

18" MIN., 24" PREFERRED

X

48" M

IN.

NOTE: X SHALL BE LESS THAN OR EQUAL TO 25". Z SHALL BE 25" MAXIMUM OR EQUAL TO X. WHEN X IS LESS THAN 20", THEN Y SHALL BE 48" MAXIMUM. WHEN X IS 20" TO 25", THEN Y SHALL BE 44" MAXIMUM.

MAXIMUM FORWARD REACH OVER AN OBSTRUCTION

HIGH FORWARD REACH LIMIT

X

Y

Z

4' - 0"

4'-0"

MAX

FORW

ARD

REAC

H

15" M

IN.

4' - 0"

2' - 6

"

4' - 0"

2' - 6

"

4' - 0"

Z

X

48"

48"

17" - 19"33" - 36"

48"

19"

48"48"

27"36"

48"

34"

28" - 34"27"

27"

17"

17" - 19"33" - 36"

MIRRORS: Max. Height to Bottom of Reflective Surface

TOILET PAPER DISPENSER: Height to Center of Roll (Max)

MARKER BOARDS / TACKBOARDS

PAPER TOWEL DISPENSER: Height to Operating Mechanism

SWITCHES AND CONTROLS

Side Approach (Max)Frontal Approach (Max)

DRINKING FOUNTAINS:

To Hand Shower Head Mounting (Max)Grab Bar

SHOWERTop of Seat

Knee Clearance (Min)To Spout (Max)

Knee Clearance (Min)

Frontal Approach (Max)SHELVES, DISPENSERS: Max. Height to Control Device

WATER CLOSET: To Top of Seat

URINAL: Max. To Rim of Basin

FIXED OR BUILT-IN:Height of Tables or Counter:

Side Approach (Max)

Knee Clearance (Min)

LAVATORIES: Front Approach

To Top (Max)

Grab Bar Height

DESCRIPTION

To Faucet (Max)

COORD. MOUNTING HEIGHT WITH OWNER PRIOR TO INSTALLATION

44"Flush Control Height (Max)

44"Flush Control Height (Max)

40"At Lavatories and Counter Tops35"Full Length

MIRRORS: Min. Height to Top of Reflective Surface74"Full Length

25"

Ages: 13 - Adult(Grades 8 and Above)

BOTTOM OF REFLECTIVE SURFACE

FINISHED FLOOR

34" M

AX

24"

27" M

IN

8" MIN

11" MIN

9" M

IN

EXIT

6'-8"

4'-0"

MAX

.

MIN

.1'-

3"

9" 12"

TYPI

CAL

48" M

AX.

EQ EQ

FIRE ALARM (COMBINATION SPEAKER AND STROBE)

FIREMAN'S PHONE JACK

WALL MOUNTED EXIT LIGHT

LIGHT SWITCH AND DIMMER

THERMOSTAT OR OTHERCONTROL DEVICE

ELECTRIC, TELEPHONE, OR DATA RECEPTACLE

ALIGN ITEMS WHEN POSSIBLE

AT C

OUN

TERS

46" M

AX.

10 - 24"OBSTRUCTION

MIN.24"

ALIGN STACKED DEVICES WHERE POSSIBLE

60" M

AX.

SIGNAGE

18"

CLEAR SPACE AT TACTILE SIGNAGE

PULL SIDE PUSH SIDE

NOTE: X = 36" MINIMUM IS Y = 60"; X = 42" MINIMUM IF Y = 54"

NOTE: Y = 48" MINIMUM IF DOOR HAS BOTH A LATCH AND CLOSER

X

Y

42" M

IN.

Y

22"

4' - 0"

2' - 6

"

CLEAR FLOOR SPACE

FORWARD APPROACH

PARALLEL APPROACH

NOTE: IF X>24", THEN AN ADDITIONAL MANEUVERING CLEARANCE OF 6" SHALL BE PROVIDED AS SHOWN

4' - 0

"

2' - 6"

2' - 6

"

4' - 0"

CLEAR FLOOR SPACE IN ALCOVES

NOTE: X<15"NOTE: IF X>15", THEN AN ADDITIONAL MANEUVERING CLEARANCE OF 12" SHALL BE PROVIDED AS SHOWN

NOTE: X<24"

X

4' - 0" 1' - 0" 4' - 0

"

2' - 6"

X

2' - 6

"

4' - 0"

X

X

2' - 9" 3"

(a) PULL SIDE (b) PUSH SIDE

60" M

IN.18" MIN.

48" M

IN.

X >

8"

X >

8"

(c) PUSH SIDE12" MIN.

48" M

IN.

X >

8"

NOTE: MANEUVERING CLEARANCES AT RECESSED DOORS AND GATES

DOOR PROVIDED WITH BOTH CLOSER AND LATCH

HIGH AND LOW SIDE REACH LIMITS

MAXIMUM SIDE REACH OVER OBSTRUCTIONS

CLEAR FLOOR SPACE PARALLEL APPROACH

MAX10"

2' - 6"

4' - 0

"

MAX10"

2' - 6"4'

- 0" M

AXIM

UM

15" M

IN.

MAX.2' - 0" 2' - 6"

3' - 1

0" M

AX.

MAX

IMUM

2' - 1

0"

48" MIN.

48" MIN.

Other

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

5501

HAL

TOM

RD.

HALT

OM

CITY

, TX

7613

7

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

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A0.01

SHEET INDEX

12/19/2018IN2-1809 LEAF-18354

BISD

NAJ

Che

cker

12/19/2018

PT PRESSURE-TREATEDPT. POINTPTD. PAINTED

Q.T. QUARRY TILE

R / RAD RADIUSRCP REFLECTED CEILING PLANRD ROOF DRAINRE. , REF. REFER TO / REFERENCE /

SEERECP. RECEPTACLEREINF. REINFORCE (D), (ING)REQ'D. REQUIREDRES. RESILIENTREV. REVISION (S), REVISEDRF RECREATIONAL RESILIENT

FLOORINGRPG. RELOCATABLE PAINTED

GYPSUM BOARDRSS. ROD STOCK AND SEALANT

S.C. SEALED CONCRETES.D. SOAP DISPENSERS.N.D. SANITARY NAPKIN

DISPOSALSCHED SCHEDULESCPL SOLID CORE PLASTIC

LAMINATESECT SECTIONSHT SHEETSIM SIMILARSPC SPECIAL COATING SYSTEMSPEC SPECIFICATION (S)SQ. SQUARESS / SS. STL. STAINLESS STEELSTL STEELSTRUC /STRUCT

STRUCTURAL

SUSP SUSPENDEDSVDF SHEET VINYL DANCE

FLOORINGSVF SHEET VINYL FLOORING

T.A.S. TEXAS ACCESSIBLITYSTANDARDS

T.B. TACK BOARDT.D.R. TOWEL DISPENSER AND

RECEPTACLT.O. TOP OFT.O.B. TOP OF (WOOD)

BLOCKINGT.O.M. TOP OF MASONRYT.O.P. TOP OF PARAPETT.O.S. TOP OF STEELT.T.D. TOILET TISSUE DISPENSERTEL TELEPHONETERR TERRAZZOTHK THICK (NESS)TYP TYPICAL

U.N.O. UNLESS NOTED OTHERWISEUR. URINAL

V VENTV.C.T. VINYL COMPOSITION TILEV.I.F. VERIFY IN FIELDVENT. VENTILATING, VENTILATEDVER. VERIFYVERT. VERTICALVGB (PREFINISHED) VINYL CLAD

GYPSUM BOARDVWC VINYL WALL COVERING

W WASHING MACHINEW.P. WATER PROOFINGW.S. WEATHERSTRIPW.W. WATER WELLW.W.F. WELDED WIRE FABRICW.W.M. WOVEN WIRE MESHW/ WITHWC WATER CLOSETWD WOODWDW WINDOWWT WEIGHT

G.I. GALVANIZED IRONGA. GAUGEGALV. GALVANIZEDGCMU GLAZED CONCRETE

MASONRY UNITGEN. GENERALGEN. GENERALGL. GLASS / GLAZINGGL. GLASSGR. GRADEGTP. GLAZED TILE PAVERGYP. GYPSUM DRYWALL

H.W. HOT WATERHC HANDICAPPED

ACCESSIBLEHM HOLLOW METAL FRAMEHORIZ. HORIZONTALHT. HEIGHT

I.D. INSIDE DIAMETERI.P.S. IRON PIPE SIZEINSUL INSULATE (ED), (ION)INT. INTERIOR

JT. JOINT

L.P. LIGHT POLELAM. LAMINATE (D)LAV. LAVATORYLT. LIGHTLT. WT. LIGHTWEIGHT

M.O. MASONRY OPENINGMAS. MASONRYMATL. MATERIAL (S)MAX. MAXIMUMMB. MARKER BOARDMECH. MECHANICALMEM MEMBRANEMEM. WP. MEMBRANE

WATERPROOFINGMEP MECHANICAL,

ELECTRICAL, PLUMBINGMEPT MECHANICAL,

ELECTRICAL, PLUMBING,TECHNOLOGY

MEZZ. MEZZANINEMFR. /MANUF.

MANUFACTURE (R)

MH. MANHOLEMIN. MINIMUMMISC. MISCELLANEOUSMOD MODULARMTL METALMTP. METAL TOILET PARTITION

N.D. NAPKIN DISPOSALN.I.C. NOT IN CONTRACTN.T.S. NOT TO SCALEN.V. NAPKIN VENDORNO. NUMBERNOM. NOMINAL

O.C. ON CENTER (S)O.C.E.W. ON CENTER EACH WAYO.D. OUTSIDE DIAMETERO.F.C.I. OWNER FURNISHED,

CONTRACTOR INSTALLEDO.H. OPPOSITE HANDOPNG. OPENINGOPP. OPPOSITE

P. LAM. /PLAM

PLASTIC LAMINATE

P.C. PRECASTP.H. PAPER HOLDERP.L. PROPERTY LINEP.P. POWER POLEP.W.B. PREFINISHED WALL BOARDPL. PLATEPLUMB. PLUMBINGPLYWD. PLYWOODPOL. POLISHEDPR. PAIRPREFIN. PRE-FINISHED

A.D. AREA DRAINA.D.A. AMERICANS WITH

DISABILITIES ACTA.D.A. 2010 ADA STANDARDS FOR

ACCESSIBLE DESIGNA.D.A.A.G. AMERICANS WITH

DISABILITIES ACTACCESSIBILITY GUIDELINES

A.F.F. ABOVE FINISH FLOORA.F.G. ABOVE FINISH GRADEA.H.J. ATHORITY HAVING

JURISDICTIONA/C AIR CONDITIONINGACP. ACOUSTICAL PANELACT. ACOUSTICAL TILEADJ. ABADJUSTABLEALT. ALTERNATEALUM. ALUMINUMASPH. ASPHALT� ANGLE

B.O.D. BOTTOM OF DECKB.U.R. BUILT-UP ROOFBD. BOARDBLDG. BUILDINGBLK. BLOCKBM. BEAM

C CHANNELC.J. CONTROL JOINTC.M.U. CONCRETE MASONRY UNITC.W. COLD WATERCAB, CABT CABINETCFMF COLD-FORMED METAL

FRAMINGCFSF COLD-FORMED STEEL

FRAMINGCL CENTERLINECLG. CEILINGCOL. COLUMNCOMP. COMPRESSIBLECONC. CONCRETECOND. CONDITIONCONT. CONTINUOUSCORR. CORRIDORCPT. CARPET (ED)CT. CERAMIC TILECTSK. COUNTER SINK

D DRYERD.F. DRINKING FOUNTAIND.P. DAMPPROOFINGD.S. DOWN SPOUTDIA. DIAMETERDIM. DIMENSIONDTL. DETAILDWG. DRAWING

E.J. EXPANSION JOINTE.Q. EQUALEA. EACHEDF ELECTRIC DRINKING

FOUNTAINEL. ELEVATION (HEIGHT)ELEC. ELECTRICALELECT. ELECTRICALELEV ELEVATION (DRAWING)EQUIP EQUIPMENTEXIST EXISTINGEXP EXPANSIONEXT EXTERIOR

F.E. FIRE EXTINGUISHERF.E.C. FIRE EXTINGUISHER

CABINETF.H.C. FIRE HOSE CABINETFB. FACE BRICKFD. FLOOR DRAINFIN. FINISH (ED)FIXT. FIXTUREFLR. FLOOR (ING)FLSHG. FLASHINGFLUOR FLUORESCENTFRP FIBER REINFORCED PLASTIC

G.B. GRAB BAR

ARCHITECTURALA0.00 COVER SHEETA0.01 SHEET INDEXA1.01 FLOOR PLANA1.02 ENLARGED PLAN AND ELEVATIONSA1.03 RCP / PARTITION TYPES

STRUCTURALS0.00 GENERAL NOTESS0.01 FRAMING PLANSS0.02 ELEVATION AND SECTIONSS0.03 ELEVATION AND SECTIONS

DRAWING CONVENTIONS ABBREVIATIONS DRAWING INDEX

SHEET NUMBERING

SITE LOCATION MAP

MECHANICALM1.01 MECHANICAL FLOOR PLANM1.02 MECHANICAL ROOF PLANM2.01 MECHANICAL SCHEDULES & DETAILS

ELECTRICALE1.01 ELECTRICAL FLOOR PLANE1.02 ELECTRICAL FLOOR PLANE1.03 ELECTRICAL LIGHTING PLANE2.01 ELECTRICAL DETAILSE2.02 ELECTRICAL DETAILS

PLUMBINGP0.01 PLUMBING LEGENDS AND SCHEDULESP1.01 PLUMBING FLOOR PLANP6.01 PLUMBING DETAILSP6.02 PLUMBING ISIMET DETAILS

FIREFA1.01 FIRE ALARM FLOOR PLAN

1/4" = 1'-0"9 STD. ACCESSIBLE MOUNTING HEIGHTS1/4" = 1'-0"8 A-DTAD-CLEAR FLOOR SPACE

1/4" = 1'-0"6 FRONT APPROACHES SWINGING DOORS

1/4" = 1'-0"3 FORWARD REACH

1/4" = 1'-0"11 ACCESSIBILE MOUNTING HEIGHTS

3/8" = 1'-0"4 ACCESSIBLE COUNTER TOP

1/4" = 1'-0"1 MISC MOUNTING HEIGHTS

1/4" = 1'-0"5 HINGE SIDE APPROACHES SWINGING DRS

1/4" = 1'-0"7 MANEUVERING ACCESS

1/4" = 1'-0"12 MANEUVERING CLEARANCES

1/4" = 1'-0"2 SIDE REACH

1/4" = 1'-0"10 TWO HINGED DOOR IN SERIES

TECHNOLOGYTS1.01 TECHNOLOGY FLOOR PLAN

No. Description Date

FEC

GENERAL DEMOLITION NOTES1. DEMOLITION PLANS INDICATE SOME OF THE SCOPE-OF-WORK INVOLVED FOR THE DEMOLITION

PHASE OF THIS PROJECT. CONTRACTOR SHALL REVIEW ALL SHEETS FOR ADDITIONAL DEMOLITION SCOPE.

2. CONTRACTOR SHALL VERIFY EXISTING SITE AND BUILDING CONDITIONS AND DIMENSIONS IN THE FIELD PRIOR TO DEMOLITION ACTIVITIES AND WORK.

3. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES IN WRITING.4. CONTRACTOR SHALL NOTIFY ARCHITECT AND OWNER OF ANY POSSIBLE ASBESTOS CONTAINING

MATERIALS DISCOVERED BEFORE PROCEEDING WITH WORK, PROTECT INTERIOR CONSTRUCTION TO REMAIN DURING DEMOLITION AND CONSTRUCTION.

5. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS BEFORE COMMENCING WORK.6. AFTER AWARD OF THE CONTRACT, CHANGE ORDER REQUESTS FOR ADDITIONAL MONEY WILL NOT BE

APPROVED IF THE WORK COULD HAVE BEEN ANTICIPATED DURING A SITE VISIT BY THE CONTRACTOR.7. CONTRACTOR SHALL NOT SCALE DRAWINGS.8. CONTRACTOR SHALL PROVIDE ALL NECESSARY TEMPORARY SHORING, TEMPORARY BRACING, AND

OR TEMPORARY SUPPORTS AS REQUIRED TO MAINTAIN STRUCTURAL INTEGRITY OF EXISTING STRUCTURE TO REMAIN AND OR EXISTING BUILDING ELEMENTS TO REMAIN.

9. CONTRACTOR IS TO VERIFY THE EXACT LOCATION OF ALL EXISTING UTILITIES PRIOR TO DEMOLITION ACTIVITIES AND WORK.

10. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS REGULARLY AS NECESSARY TO ELIMINATED INTERFERENCE WITH ROADS, STREET, WALKS, AND ALL OTHER ADJACENT FACILITIES.

11. CONTRACTOR SHALL REMOVE TRASH AND DEBRIS FROM THE SITE ON A DAILY BASIS.12. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION OF TEMPORARY DUST AND OR SOUND PARTITION

BETWEEN CONSTRUCTION AREA AND AREAS NOT IN SCOPE AS NECESSARY. DEMOLITION ACTIVITIES SHALL BE PERFORMED SO AS TO PRODUCE MINIMAL DISTURBANCE TO EXISTING FACILITY AND OCCUPANTS (I.E. MINIMIZE EXCESSIVE AND PROLONGED NOISE LEVELS AND DUST).

13. CONTRACTOR SHALL REPAIR, REPLACE, OR PATCH EXISTING BUILDINGS, DRIVEWAYS, SIDEWALKS, CANOPIES, AND OR PARKING AREAS DAMAGED, MODIFIED, AND OR DISTURBED BY DEMOLITION WORK AT NO COST TO THE OWNER.

14. ALL EXISTING EQUIPMENT THAT REMAINS SHALL BE PROTECTED DURING DEMOLITION AND OR CONSTRUCTION TO PREVENT DAMAGE. ANY DAMAGE TO REMAINING EXISTING EQUIPMENT SUSTAINED DURING DEMOLITION AND OR CONSTRUCTION SHALL BE EQUIVALENTLY REPLACED OR EQUIVALENTLY REPAIRED AT NO COST TO THE OWNER.

15. CONTRACTOR SHALL PROVIDE TRAFFIC HANDLING MEASURES TO PROTECT THE GENERAL PUBLIC AT ALL TIMES, AS NECESSARY AND AS REQUIRED BY AUTHORITIES HAVING JURISDICTION.

16. DO NOT INTERRUPT EXISTING UTILITIES, EXCEPT WHEN AUTHORIZED IN WRITING BY AUTHORITIES HAVING JURISDICTION. PROVIDE TEMPORARY SERVICES DURING INTERRUPTIONS TO EXISTING UTILITIES, AS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION.

17. WHEN UTILITY SERVICES ARE REQUIRED TO BE REMOVED, RELOCATED, OR ABANDONED, PROVIDE BYPASS CONNECTIONS TO MAINTAIN CONTINUITY OF SERVICE BEFORE PROCEEDING WITH DEMOLITION.

18. CONTRACTOR SHALL CONTACT ALL UTILITY COMPANIES INCLUDING BUT NOT LIMITED TO THE FOLLOWING: ELECTRIC, GAS, WATER, TELEPHONE, STORM SEWER, AND SANITARY SEWER FOR FIELD LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITY LINES. PRIOR TO COMMENCEMENT OF ANY DEMOLITION WORK, CONTRACTOR SHALL IDENTIFY ALL ELECTRICAL CIRCUITS SERVICING THE AREA INVOLVED WITH THIS DEMOLITION. THOSE CIRCUITS SHALL THEN BE LOCKED OUT AND TAGGED OUT IF THEY DO NOT SERVICE ANY OF THE REMAINING BUILDING. THOSE CIRCUITS WHICH ARE IDENTIFIED TO SERVICE BOTH THE AREA TO BE DEMOLISHED AND THE REMAINING BUILDING SHALL BE SPLIT SO AS TO KILL ALL ELECTRICAL POWER TO THE AREA TO BE DEMOLISHED WHILE MAINTAINING POWER TO THE REMAINDER OF THE BUILDING.

19. CONTRACTOR SHALL RELOCATE UTILITIES AND EQUIPMENT AS REQUIRED TO ACCOMMODATE NEW HVAC, ELECTRICAL, PLUMBING, AND TECHNOLOGY REQUIREMENTS FOR NEW WORK.

20. PROTECT EXISTING SITE IMPROVEMENTS AND LANDSCAPING TO REMAIN. PROTECTION SHALL INCLUDE BUT NOT BE LIMITED TO EXISTING TREES AND OTHER VEGETATION INDICATED TO REMAIN IN PLACE AGAINST UNNECESSARY CUTTING, BREAKING, OR SKINNING OF ROOTS, SKINNING OR BRUISING OF BARK, SMOTHERING OF TREES BY STOCKPILING CONSTRUCTION MATERIAL OR EXCAVATED MATERIAL WITHIN DRIP LINES.

21. CONTRACTOR SHALL REGRADE AND HYDROMULCH AREAS AFFECTED BY DEMOLITION.22. OWNER HAS RIGHT OF FIRST REFUSAL OF ALL ITEMS REMOVED AS PART OF THE SCOPE OF WORK,

WHETHER IDENTIFIED AS SALVAGE OR NOT.23. NOTIFY THE BUILDING OWNER OF ANY MATERIALS, FIXTURES, ETC. TO BE REMOVED THAT ARE DEEMED

SALVAGEABLE. TURN OVER ANY REQUESTED ITEMS TO THE BUILDING OWNER IN GOOD CONDITION.24. ALL FURNITURE WILL BE REMOVED OR RELOCATED BY THE OWNER AS NECESSARY PRIOR TO THE

DEMOLITION WORK OF THIS PROJECT. CONTRACTOR SHALL COORDINATE WITH OWNER AS REQUIRED.

25. REMOVE EXISTING CONSTRUCTION TO THE EXTENT INDICATED ON THE DRAWINGS. SHOULD ANY DAMAGE OCCUR TO ANY EXISTING CONSTRUCTION TO REMAIN, THE CONTRACTOR SHALL REPAIR THE DAMAGE TO MATCH EXISTING AND OR ADJACENT CONSTRUCTION AT NO COST TO THE OWNER.

26. MAINTAIN ANY AND ALL EXISTING FIRE-RATED ASSEMBLIES THAT ARE TO REMAIN, AND THEIR ASSOCIATED FIRE-RATINGS, INCLUDING BUT NOT LIMITED TO ALL ASSOCIATED EXISTING FIRE-RATED OPENINGS, ALL ASSOCIATED EXISTING FIRE-RATED PENETRATIONS, AND ALL ASSOCIATED EXISTING FIRE-RATED FIRESTOPPING CONDITIONS.

27. WHEN UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS THAT CONFLICT WITH THE INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED, DETERMINE THE NATURE AND EXTENT OF THE CONFLICT AND NOTIFY THE ARCHITECT IMMEDIATELY FOR RESOLUTION.

28. REMOVE, PATCH, AND REPAIR ALL ABANDONED ROOF PENETRATIONS RESULTING FROM WORK.29. SAW-CUT AND REMOVE EXISTING FLOOR FINISHES AND FLOOR SLAB AS REQUIRED TO INSTALL NEW

FIXTURES, ITEMS, AND OR DEVISES FOR ALL SCOPE-OF-WORK PERTAINING TO NEW MECHANICAL WORK, NEW PLUMBING UTILITIES, NEW PLUMBING WORK, NEW ELECTRICAL WORK, AND NEW TECHNOLOGY WORK. SPLICE NEW REINFORCING BARS DOWELLED INTO EXISTING CONCRETE AND PROVIDE NEW VAPOR RETARDER AND NEW CONTINUOUS WATERSTOPS AT JOINT BETWEEN NEW CONCRETE FLOOR SLAB AND EXISTING CONCRETE FLOOR SLAB. PATCH WITH NEW 3,500 PSI MINIMUM CONCRETE AND PREPARE FLOOR, INCLUDING NEW CONCRETE, TO RECEIVE NEW FLOOR FINISHES. COORDINATE WITH STRUCTURAL.

30. EXISTING WALLS (OR PORTIONS OF WALLS) TO BE REMOVED SHALL BE CUT FLUSH WHERE INTERSECTING WITH WALLS TO REMAIN. REMAINING WALLS TO BE PATCHED AND FINISHED SMOOTH.

31. NEW OPENING TO BE CUT IN EXISTING WALLS SHALL BE SAW-CUT AT LOCATIONS INDICATED TO THE HEIGHT AND WIDTH INDICATED. NEW LINTELS SHALL BE INSTALLED TO SUPPORT EXISTING WALL CONSTRUCTION ABOVE AS INDICATED ON THE DRAWINGS, OR IF NOT INDICATED, AS REQUIRED FOR NEW WALL CONSTRUCTION PER STRUCTURAL DRAWINGS. COORDINATE LOCATIONS OF ALL NEW OPENINGS IN EXISTING WALLS AND PARTITIONS WITH ARCHITECTURAL PLANS.

32. WHERE EXISTING WALL OPENINGS ARE TO BE NEWLY CLOSED-OFF, REMOVE ANY EXISTING OPENING FRAME AND PATCH AND REPAIR EXISTING WALL TO MATCH EXISTING ADJACENT MATERIALS AND FINISHES, U.N.O.

33. WHERE EXISTING INTERIOR WALLS ARE REPLACED OR REMOVED, REMOVE MEPT SYSTEMS BACK TO PANEL, OR MECHANICAL ROOM, OR FARTHEST POSSIBLE POINT WITHOUT DISTURBING EXISTING CONSTRUCTION. REMOVE EXISTING MECHANICAL EQUIPMENT, RELOCATE POWER PER MEPT DRAWINGS

34. REFER TO MEPT DRAWINGS FOR DEMOLITION OF MEPT SYSTEMS. IDENTIFY WORK REQUIRED BY THIS CONTRACTOR WHICH MAY AFFECT DEMOLITION AND OR REPAIRS OF ARCHITECTURAL ELEMENTS. COORDINATE WITH RELATED SUB CONTRACTORS THE EXTENT OF ALL DEMOLITION WORK.

35. PATCH FLOORS, WALLS CEILINGS WHICH REMAIN AT LOCATIONS WHERE PIPES, CONDUITS, ETC. ARE REMOVED AS REQUIRED TO MATCH EXISTING CONDITIONS OR TO RECEIVE NEW FINISHES.

36. WHERE EXISTING FINISH FLOOR IS REMOVED, PREPARE FLOOR SURFACE TO RECEIVE NEW FLOORING.37. ALL DASHED LINES ARE DEMOLITION LINES UNLESS NOTED OTHERWISE.

D.01 REMOVE CEILING TILE AND GRID.

DEMOLITION - KEY NOTES

D.02 DEMOLISH EXISTING DOOR(S), DOOR FRAME, AND HARDWARE TURN DOOR AND HARDWARE OVER TO OWNER.

D.03 DEMOLISH EXISTING WALL.

D.04 DEMOLISH EXISTING FLOOR FINISH. PREPARE FOR NEW FLOOR FINISH.

D.05 REMOVE ALL EXISTING ROOM SIGNAGE, PATCH AND REPAIR WALL.

D.06 REMOVE EXISTING GLAZING FRAME, PREPARE FOR RELOCATION.

D.07 KEEP EXISTING CASEWORK, RELOCATE PER NEW CLASSROOM LAYOUT.

D.08 DEMOLISH EXISTING CASEWORK, PATCH AND REPAIR WALL.

D.09 PATCH AND REPAIR WALLS FOR NEW WALL FINISH.

D.10 INFILL WINDOW AND PREPARE WALL FOR NEW FINISH.

CLASSROOMCLASSROOM

Classroom

Store Prep RoomStorage

Gallery

Gallery

Storage

Custodial Office

CLASSROOM

D.03

D.01

D.05 D.05 D.05

D.03

D.03 D.03

D.03

D.03

D.03

D.01D.01 D.01

D.01

D.06

D.02

D.03

D.02

D.02

D.02

D.02

D.06

D.02

D.06

D.03

CORRIDORCORRIDOR

D.01

D.01

D.01D.02

D.02D.03

D.04

D.04

D.04

D.04

D.04

D.04

D.04

D.05

D.05

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

D.03

EXISTING TO REMAIN

EXISTING PLASTIC LAMINATE CAP AT TOP OF HALF WALL. DEMOLISH AND PREP WALL TO RECEIVE

NEW CAP AS BASE OF FUTURE GLAZING.

D.03

D.10

D.02

D.02

D.03

D.07

GENERAL NOTES1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE, CONTACT ARCH IF

CLARIFICATION IS NECESSARY IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS

2. DRAWINGS NOTED AS "N.T.S" OR "NTS" ARE NOT TO SCALE3. ALL DIMENSIONS ARE TO STRUCTURAL COLUMN LINES OR THE FACE OF FINISHED SURFACES

U.N.O.4. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITION BEFORE COMMENCING WORK.

NOTIFY ARCH. OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH AFFECTED WORK5. NOTES OR DIMENSIONS NOTED AS "TYPICAL" OR "TYP." OR "TYP" SHALL APPLY TO CONDITIONS

THAT ARE THE SAME OR SIMILAR6. DIMENSIONS NOTED AS "FIELD VERIFY" OR "V.I.F." OR "VIF" SHALL BE MEASURED AND

CONFIRMED AT THE PROJECT SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCH. BEFORE INCORPORATING INTO THE WORK

7. DIMENSIONS NOTED AS "CLEAR" OR "CLEAR INSIDE" REQUIRE SPECIFIC COORDINATION AMONG DISCIPLINES AND OR MANUFACTURERS

8. ALL REQUIRED ACCESSIBLE CLEARANCES FOR ALL ITEMS, INCLUDING BUT NOT LIMITED TO ALL COUNTER TOPS, ALL PLUMBING FIXTURES, ALL DRINKING FOUNTAINS, ALL ELECTRIC WATER COOLERS, ALL LAVATORIES, ALL URINALS, ALL TOILETS SHALL BE STRICTLY ENFORCED

9. PROVIDE AND INSTALL ALL CONDUITS AND BACK BOXES REQUIRED BY LOW VOLTAGE SYSTEMS. REFER TO "TS" DRAWINGS, DETAILS, ETC. AND ARCHITECTURAL DRAWINGS FOR EXACT QUANTITIES, LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH-IN

10. REFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ALL WIRING DEVICES

11. GFCI RECEPTACLES IN ALL RTU's RE SUPPLIED BY THE EQUIPMENT MANUFACTURER AND CIRCUITED BY THE CONTRACTOR TO THE 120 VOLT CIRCUIT INDICATED

A1.01

4

A1.01 3

5A1.03

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

PARTITIONS BY OTHERS

18' - 5" 18' - 5"

11' -

1"

10' -

0 1/

2"

2' - 0

"

9' - 2

"

28' - 10" 14' - 5 1/2"

14' - 0" 4' - 5" 14' - 0" 4' - 5" 24' - 5"11' - 0" 4' - 5"

CLASSROOM IA246

CLASSROOM IIA245

CLASSROOM IIIA244

SCIENCE LABA243

CLASSROOMA242

ADMINISTRATIONA247

ADMINISTRATIONA248

CUSTODIAL OFFICEA249

SCHOOLSTOREA250

COLLABORATIONSPACE

COLLABORATIONSPACE

COLLABORATIONSPACE

0101

A1.021

Sim

EXISTING PLASTIC LAMINATE CAP AT TOP OF HALF WALL. DEMOLISH AND PREP WALL TO

RECEIVE NEW CAP AS BASE OF GLAZING.

EXISTING LOAD BEARING WALL LOCATION

37' -

6" ±

11' -

9"

EXISTING STRUCTURAL COLUMN

7' - 4" ±

9' - 11"PREP AREA

161616

16 16 1616 16 16

1616

16

16

1717171717

A1.02

3

A1.02

42

A1.03

Sim2

A1.03

Sim2

A1.03

Sim

17

18 18

A1.01

6PARTITIONS BY OTHERS

01 STOREFRONT PROVIDED BY DISTRICT (OWNER) AND TO BE INSTALLED BY BINSWANGER.

PLAN KEY NOTES

02 REINSTALL DOOR AND DOOR FRAME PREVIOUSLY RETURNED TO OWNER.

03 FULL HEIGHT SHELVING.

04 EPOXY RESIN SINK.

05 30" DEEP BASE CASEWORK.

06 14" CLEAR DEPTH, UPPER CABINET.

07 LAB WORK TABLE, RE. SPECS

08 INSTRUCTOR'S DESK, RE. SPECS

09 16' MARKER BOARD.

10 PROJECTION SCREEN.

11 ISIMET SYSTEM.

12 SOLENOID CABINET (BELOW MARKER BOARD).

13 WALL MOUNTED FIRE BLANKET.

14 ACCESSIBLE EMERGENCY SHOWER AND EYE WASH.

15 SEMI-RECESSED FIRE EXTINGUISHER CABINET. F.E.C. MOUNTED WITH BOTTOM OF CABINET 27" A.F.F.

16 PATCH AND REPAIR WALLS. PREPARE AND PAIN WALL PER NEW FINISH.

17 FURR-OUT WALL WITH GYPSUM PANELING. PAINT GYPSUM PANELING PER NEW FINISH.

18 FURR-OUT WALL WITH GYPSUM PANELING. PAINT GYPSUM PANELING PER NEW FINISH AND ADD TILE TO MATCH HEIGHT OF SURROUDING TILE.

STUDENT CAPACITY9TH GRADE, 10TH GRADE, 11TH GRADE, 12TH GRADE 120 STUDENTS

EXISTING HALF WALL

NEW STOREFRONT PROVIDED BY DISTRICT (OWNER) AND TO BE INSTALLED BY BINSWAINGER.

5A1.03

EQEQEQEQEQEQ

28' - 10"13' - 8 1/2"

2' - 4"2' - 4 1/2"6' - 0"3' - 0"

STOREFRONT PROVIDED BY DISTRICT (OWNER) AND TO BE INSTALLED BY BINSWAINGER.

NEW PLASTIC LAMINATE CAP

EXISTING HALF WALL

9' - 8" 2' - 0" 4' - 9 1/2" 4' - 4 1/2"

20' - 10"

11' -

1"11' - 0"

SCHOOLSTOREA250

COLLABORATIONSPACE

172

A1.03

Sim

1818

EXISTING TO REMAIN

CORRIDORA1.01

6

SCHOOLSTORE

COLLABORATIONSPACE CORRIDOR

2

A1.03

Sim

TILE TO MATCH EXISTING TAUPE TILE. HEIGHT OF TILE TO MATCH HEIGHT OF EXISTING SURROUNDING TILE

PANEL SYSTEM BY OTHERS

Other

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

5501

HAL

TOM

RD.

HALT

OM

CITY

, TX

7613

7

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

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FLOOR PLAN

12/19/2018IN2-1809 LEAF-18354

BISD

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Che

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12/19/2018

1/8" = 1'-0"1 DEMOLITION FLOOR PLAN - ECHS

1/8" = 1'-0"2 RENOVATION FLOOR PLAN - ECHS

PROJECT INFORMATIONNAME OF PROJECT BISD COLLEGIATE ACADEMY RENOVATIONSBUILDING / FACILITY NAME HALTOM HIGH SCHOOLLOCATION (Address) 5501 HALTOM RDCOUNTY, STATE HALTOM CITY, TX 76137DESCRIPTION OF PROJECT RENOVATION OF EDUCATIONAL WINGAPPLICABLE BUILDING CODE 2015 IBC W/ NCTCOG AMENDMENTS AND OPTION

BAPPLICABLE ENERGY CODE 2015 IECC W/ AMENDMENTSACCESSIBILITY TEXAS ACCESSIBILITY CODECONSTRUCTION TYPE TYPE IICONSTRUCTION TYPE MIX NOOCCUPANCY CLASSIFICATION(S) GROUP E - EDUCATIONALOVERALL USE OF BUILDING EDUCATIONALHIGH RISE BUILDING NOAUTOMATIC FIRE SPRINKLER SYSTEM DRY PIPE SYSTEMSTANDPIPE SYSTEM YES - CLASS I# OF PARKING SPACES BY ZONING (Required /Provided)

N/A

# OF ACCESIBLE SPACES REQUIRED N/A

BUILDING SUMMARY

1/4" = 1'-0"4 GLAZING ELEVATION1/4" = 1'-0"3 GLAZING ELEVATION

1/4" = 1'-0"6 TILE ELEVATION

No. Description Date

FEC

EXISTING TO REMAIN

37' -

6" ±

5' - 1

0"9'

- 0" ±

30' - 11"

SCIENCE LABA243

48' - 10 1/2" ±

WORK BY OTHERS

04

A1.02

6

89

5

08

05

02

04

03

NEW CONSTRUCTION ALIGNED TO EXISTING WALL

EXISTING TO REMAIN

EXISTING TO

REMAIN

STRUCTURAL COLUMN

02

04

04

05

05

06

06

06 06

07

07 07

1011

12

14

B2

B1

B2

A2

1315PREP AREA

A1.02

7

B2B2

A1

09

07

05

06

A243.

1

A243.

2

04

09

ADA

IN CEILING ABOVE

C2PARTITIONS BY OTHERS

PAINTED GYPSUM BOARD

LABORATORY PEGBOARD, RE. SPECS

EPOXY RESIN SINK

W20036X24

W20036X24

W20036X24

W20036X24

W20036X24

W20036X24

W20036X24

B31036X34

S20036X34

B31036X34

B31036X34

S20036X34

B31036X34

B31036X34

B31036X34

B31036X34

B31036X34

W20036X24

TA-1 TA-2 TA-1 TA-2

2' - 1

0"2'

- 2"

2' - 0

"

S20036X34

TA-1 TA-2

B31036X34

W20036X24

EPOXY RESIN SINK

LABORATORY PEGBOARD, RE. SPECS

PAINTED GYPSUM BOARD

TA-1 TA-2

B31036X34

B31036X34

B31036X34

S200HC36

W20036x24

W20036x24

W20036x24

SOLENOID CABINET

FUME HOOD, RE. SPECS

2' - 1

0"2'

- 2"

2' - 0

"

REFRIGERATOR

B31036X34

W20036x24

PAINTED GYPSUM BOARD

LABORATORY PEGBOARD, RE. SPECS

EPOXY RESIN SINK

TA-1 TA-2 TA-1 TA-2

W20036X24

W20036X24

W20036X24

W20036X24

W20036X24

B31036X34

S20036X34

B31036X34

B31036X34

S20036X34

B31036X34

B31036X34

T00036X84

7' - 0

"

2' - 0

"2'

- 2"

2' - 1

0"

GENERAL CASEWORK NOTES1. CASEWORK NOTES APPLY TO ALL CASEWORK IN PROJECT2. BASIS-OF-DESIGN FOR ALL NON-SCIENCE CASEWORK SHALL BE SHELDON LABORATORY SYSTEMS

U.N.O.3. BASIS-OF-DESIGN FOR ALL SCIENCE CASEWORK SHALL BE SHELDON LABORATORY SYSTEMS U.N.O.4. FIELD VERIFY ALL CASEWORK-RELATED DIMENSIONS PRIOR TO BEGINNING FABRICATION AND OR

INSTALLATION.5. REFER TO MEPT DOCUMENTS FOR ALL DATA OUTLETS AND DEVICES, ELECTRICAL OUTLETS AND

DEVICES, AND PLUMBING FIXTURES, NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO FABRICATION AND INSTALLATION.

6. ALL CASEWORK BASE CABINETS SHALL BE 24" IN DEPTH, TYP. U.N.O.7. ALL CASEWORK UPPER WALL CABINETS SHALL BE 14" IN DEPTH, TYP. U.N.O.8. ALL COUNTER TOPS, VERTICAL SURFACES, NOSING, AND BACK SPLASHES SHALL BE PLASTIC

LAMINATE U.N.O.9. PROVIDE AND INSTALL SIDE SPLASHES WHERE COUNTER TOP ENDS ABUT WALL SURFACES.10. PROVIDE AND INSTALL 4" H TOE SPACE WITH WALL BASE AT ALL CASEWORK, WALL BASE TO

MATCH ROOM WALL BASE.11. PROVIDE AND INSTALL WALL ANCHORED VERTICAL SUPPORTS AT ALL KNEE SPACES GREATER

THAN 48" WIDE.12. PROVIDE AND INSTALL GROMMETS WITH SLEEVES AT ALL KNEE SPACES.13. ALL CASEWORK UNITS 36" WIDE AND GREATER WITH SHELVING SHALL HAVE A CENTER FIXED

SHELF.14. ALL SHELVING 36" WIDE AND GREATER SHALL BE SHALL BE 1" MIN. THICK.15. ALL ADJUSTABLE SHELVING SHALL HAVE RECESSED STANDARDS HARDWARE.16. PROVIDE FILLER PANELS AT ALL SIDES, CORNERS, AND COLUMNS TO PREVENT THE CONTACT OF

DOORS WITH ADJACENT SURFACES. INSTALL TOP RETURNS AT ALL FILLER PANELS.17. REFER TO MEPT DRAWINGS FOR ALL DATA/POWER OUTLET, ELECTRICAL, AND/OR PLUMBING

LOCATIONS, NOTIFY ARCHITECT OF ANY CONFLICTS PRIOR TO INSTALLATION.18. PROVIDE AND INSTALL LOCKS AT ALL BASE CABINETS AND ALL UPPER WALL CABINETS

19. CASEWORK SYMBOL XXX

WxHXXX

CATALOG NUMBERWIDTH X HEIGHT X DEPTH (NON-TYPICAL)ADDITIONAL NOTE

01 STOREFRONT PROVIDED BY DISTRICT (OWNER) AND TO BE INSTALLED BY BINSWANGER.

PLAN KEY NOTES

02 REINSTALL DOOR AND DOOR FRAME PREVIOUSLY RETURNED TO OWNER.

03 FULL HEIGHT SHELVING.

04 EPOXY RESIN SINK.

05 30" DEEP BASE CASEWORK.

06 14" CLEAR DEPTH, UPPER CABINET.

07 LAB WORK TABLE, RE. SPECS

08 INSTRUCTOR'S DESK, RE. SPECS

09 16' MARKER BOARD.

10 PROJECTION SCREEN.

11 ISIMET SYSTEM.

12 SOLENOID CABINET (BELOW MARKER BOARD).

13 WALL MOUNTED FIRE BLANKET.

14 ACCESSIBLE EMERGENCY SHOWER AND EYE WASH.

15 SEMI-RECESSED FIRE EXTINGUISHER CABINET. F.E.C. MOUNTED WITH BOTTOM OF CABINET 27" A.F.F.

16 PATCH AND REPAIR WALLS. PREPARE AND PAIN WALL PER NEW FINISH.

17 FURR-OUT WALL WITH GYPSUM PANELING. PAINT GYPSUM PANELING PER NEW FINISH.

18 FURR-OUT WALL WITH GYPSUM PANELING. PAINT GYPSUM PANELING PER NEW FINISH AND ADD TILE TO MATCH HEIGHT OF SURROUDING TILE.

WALL MOUNTED FIRE BLANKET

T25036X84

PROJECTION SCREEN

INTEGRAL TACKWALL SURFACE(TB-02)

MARKER BOARD

16' - 0"

TA-3

FLAMMABLE STORAGE CABINET

CHEMICAL STORAGE CABINET

FUME HOOD, RE. SPECS.

ACCESSIBLE EMERGENCY SHOWER AND EYEWASH

GENERAL NOTES1. DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE, CONTACT ARCH IF

CLARIFICATION IS NECESSARY IN ORDER TO DETERMINE THE INTENT OF THE CONTRACT DOCUMENTS

2. DRAWINGS NOTED AS "N.T.S" OR "NTS" ARE NOT TO SCALE3. ALL DIMENSIONS ARE TO STRUCTURAL COLUMN LINES OR THE FACE OF FINISHED SURFACES

U.N.O.4. FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITION BEFORE COMMENCING WORK.

NOTIFY ARCH. OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH AFFECTED WORK5. NOTES OR DIMENSIONS NOTED AS "TYPICAL" OR "TYP." OR "TYP" SHALL APPLY TO CONDITIONS

THAT ARE THE SAME OR SIMILAR6. DIMENSIONS NOTED AS "FIELD VERIFY" OR "V.I.F." OR "VIF" SHALL BE MEASURED AND

CONFIRMED AT THE PROJECT SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCH. BEFORE INCORPORATING INTO THE WORK

7. DIMENSIONS NOTED AS "CLEAR" OR "CLEAR INSIDE" REQUIRE SPECIFIC COORDINATION AMONG DISCIPLINES AND OR MANUFACTURERS

8. ALL REQUIRED ACCESSIBLE CLEARANCES FOR ALL ITEMS, INCLUDING BUT NOT LIMITED TO ALL COUNTER TOPS, ALL PLUMBING FIXTURES, ALL DRINKING FOUNTAINS, ALL ELECTRIC WATER COOLERS, ALL LAVATORIES, ALL URINALS, ALL TOILETS SHALL BE STRICTLY ENFORCED

9. PROVIDE AND INSTALL ALL CONDUITS AND BACK BOXES REQUIRED BY LOW VOLTAGE SYSTEMS. REFER TO "TS" DRAWINGS, DETAILS, ETC. AND ARCHITECTURAL DRAWINGS FOR EXACT QUANTITIES, LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH-IN

10. REFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS FOR EXACT LOCATIONS OF ALL WIRING DEVICES

11. GFCI RECEPTACLES IN ALL RTU's RE SUPPLIED BY THE EQUIPMENT MANUFACTURER AND CIRCUITED BY THE CONTRACTOR TO THE 120 VOLT CIRCUIT INDICATED

6' - 8"

LOCATION TO BE DETERMINED BY OWNER

4' - 8

1/2

"

PROVIDE STRUCTURAL BLOCKING AT SCREEN LOCATION TO BE DETERMINED BY BISD

8' GLASS MARKER BOARD

CLASSROOMF307

A2

LOCATION OF EXISTING VENT LINE FOR TIE-IN.FURR WALL AS REQUIRED AND REFINISH TO MATCH EXISTING.

Other

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

5501

HAL

TOM

RD.

HALT

OM

CITY

, TX

7613

7

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

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BY:

TRUE NORTH

12/2

0/20

18 1

1:41

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A1.02

ENLARGEDPLAN AND

ELEVATIONS

12/19/2018IN2-1809 LEAF-18354

BISD

Auth

orC

heck

er

12/19/2018

3/8" = 1'-0"1 ENLARGED SCIENCE LAB

1/4" = 1'-0"9 SCIENCE LAB - INTERIOR ELEVATION1/4" = 1'-0"8 SCIENCE LAB - INTERIOR ELEVATION

1/4" = 1'-0"6 SCIENCE LAB - INTERIOR ELEVATION

1/4" = 1'-0"5 SCIENCE LAB - INTERIOR ELEVATION

1/4" = 1'-0"7 SCIENCE LAB - INT. ELEV.

1/4" = 1'-0"3 COLLEGIATE ACADEMY1/4" = 1'-0"4 COLLABORATION SPACE

1/8" = 1'-0"2 THIRD FLOOR PLAN

No. Description Date

+/- 1

/2"

SOUND ATTENUATION, FIREBLANKET, OR THERMAL BATTSWHERE INDICATED ON PLANS

CONTINUOUS SEALANT ATBASE LAYER, BOTH SIDES. STRIKE FLUSH WITH FACE LAYER.

SOUND ATTENUATION, FIREBLANKET, OR THERMAL BATTSWHERE INDICATED ON PLANS

CONTINUOUS SEALANT,BOTH SIDES.

GALVANIZED STEEL EDGE TRIM, TYP.

COMPRESSED FIRE SAFING ATRATED PARTITIONS; SOUNDATTENUATION INSULATION ATSOUND RATED PARTITIONS

CONTINUOUS GALVANIZED STEEL CONTROL JOINT, TYP.

CONTINUOUS GALVANIZED STEEL CORNER BEAD, TYP.

LIMITING HEIGHT OF METAL STUDS

BRACE FRAMING FOR 6" STUDS

SJ 20(40 KSI)(20 GA.)

1X = 1.787 IN^4

rx = 2.253 IN

A = 0.2148 IN^2

Sx = 0.539 IN^3

4.-0" O.C. 20'-0"

BRACE AT MID-POINT FOR LENGTHS OVER 20'-0"

BRACE FRAMING FOR 3 5/8" STUDS

SJ 20(40 KSI)(20 GA.)

1X = 0.541 IN^4

rx = 1.429 IN

A = 0.2136 IN^2

Sx = 0.273 IN^3

4.-0" O.C. 14'-0"

BRACE AT MID-POINT FOR LENGTHS OVER 14'-0"

STUD TYPE STUD PROP. SPACING MAX. LENGTH MISCELLANEOUS

STUD SIZE SPACING 25 GA. 20 GA.

3 5/8" 16" 14'-4" 16'-5"

6" 19'-9" 24'-6"16"

NOTE: THE TABLE INDICATED ABOVE IS BASED ON "DIETRICH" LIMITING HEIGHT CHART AND IS TO BE USED AS A GUIDE FOR INTERIOR WALL CONSTRUCTION. THE TABLE IS BASED WITH SHEATHING BOARD ON BOTH SIDES OF PARTITION.

BRACING PLAN REQUIREMENTS (INTERIOR WALLS ONLY)

NON-LOAD BEARING WALL BRACES. BRACING AT THE TOP OF MASONRY WALLS IS REQUIRED ON STRAIGHT RUNS OF WALL MORE THAN SIX FEET FROM A CORNER OR INTERSECTING WALL.

STUD TYPE STUD PROP. SPACING MAX. LENGTH MISCELLANEOUS

BRACING NOTES:

1. AT WALLS THAT TERMINATE ABOVE CEILING, CONTRACTOR MAY CONTINUE METAL STUD FRAMED WALLS TO UNDERSIDE OF METAL DECK AND OMIT DIAGONAL BRACING IF HEIGHT DOES NOT EXCEED LIMITING HEIGHT OF METAL STUD AS INDICATED ON CHART BELOW.

2. PROVIDE INTERMEDIATE BRACING AT ALL PARTITIONS THAT EXCEED LIMITING HEIGHT OF METAL STUDS AS INDICATED ON CHART BELOW.

3. ALL BRACING SHALL BE AT STUD POINTS.

4. WHERE BRACING METHODS BETWEEN THIS SHEET AND STRUCTURE CONFLICT, STRUCTURE SHALL OVERRIDE. NOTIFY ARCHITECT.

TERMINATION NOTES:

1. AT ALL RATED PARTITIONS, FILL VOIDS IN METAL DECK AT TOP OF PARTITIONS WITH FIRESAFING.

CMU PARTITION NOTES:

1. LOCATE CONTROL JOINTS IN CMU PARTITIONS AS FOLLOWS (UNLESS NOTED OTHERWISE BY STRUCTURAL ENGINEER):

A. PARTITIONS EXCEEDING 25'-0"B. WHERE PARTITION ABUTS A STRUCTURAL ELEMENT OF DISSIMILAR WALL.C. AT EXPANSION JOINTSD. REFER TO DETAILS FOR ADDITIONAL LOCATIONS

2. REFER TO WALL SECTIONS FOR THE USE OF STARTER COURSES AT THE BASE OF INTERIOR PARTITIONS.

3. PROVIDE CMU LINTELS FOR ALL OPENINGS IN INTERIOR CMU PARTITIONS. COORDINATE WITH STRUCTURAL DRAWINGS.

4. PROVIDE 3/4" SPACE BETWEEN TOP OF CMU WALL AND STRUCTURE/ DECK ABOVE FOR POTENTIAL DEFLECTION. SEAL WITH APPROPRIATE SEALANT.

5. REFER TO STRUCTURE FOR ALL REINFORCING, BOND BEAM LOCATIONS AND LINTEL SCHEDULES.

GYPSUM WALLBOARD PARTITION NOTES:

1. ALL METAL STUD PARTITIONS ARE 25 GAUGE METAL STUDS AT 16" O.C. UNLESS NOTED OTHERWISE. IF THE LIMITING HEIGHT FOR A PARTITION IS EXCEEDED, INCREASE GAUGE OF STUDS AS INDICATED ON "LIMITING HEIGHT OF METAL STUDS" TABLE BELOW. NOTIFY ARCHITECT PRIOR TO INSTALLATION.

2. PROVIDE 20 GAUGE METAL STUDS IN LIEU OF 25 GAUGE METAL STUDS AT STUD WALL CERAMIC TILE LOCATIONS.

3. SET ALL FLOOR TRACKS ON A CONTINUOUS RIBBON OF SEALANT.

4. AT PARTITIONS DESIGNATED TO HAVE SOUND ATTENUATION BLANKETS:

A. PROVIDE 3-1/2" OR 6" THICK (MATCH STUD SIZE) SOUND ATTENUATION BLANKETS OR BATTS FULL HEIGHT OF PARTITION, UNLESS NOTED OTHERWISE.

B. FILL ALL DECK VOIDS WITH SOUND ATTENUATION MATERIAL.C. SEAL PARTITION PERIMETER AND ALL PENETRATIONS WITH ACOUSTICAL SEALANT.D. TAPE AND BED OR CAULK ALL JOINTS BETWEEN FIRST AND SECOND LAYERS OF GYPSUM

BOARD AND AT ALL SOUND RATED WALLS TAKEN THROUGH THE CEILING.E. PROVIDE CONTINUOUS ACOUSTICAL SEALANT AT BOTTOM OF PARTITION ON BOTH SIDES

AT NON-RATED PARTITIONS AND PROVIDE CONTINUOUS FIRE RATED SEALANT AT FIRE- RATED PARTITIONS.

5. PROVIDE TILE BACKER BOARD ON WALLS BEHIND AND ADJACENT TO PLUMBING FIXTURES, AND BEHIND ALL CERAMIC TILE AT ALL DAMP LOCATIONS AT GYPSUM BOARD PARTITIONS.

6. RIGIDLY BRACE ALL DOOR JAMBS AT THE HEAD, HINGE AND STRIKE SIDES AND WINDOW AT THE HEAD, SILL AND JAMBS.

7. LOCATE CONTROL JOINTS IN GYPSUM BOARD PARTITIONS AS FOLLOWS:

A. PARTITIONS OR FURRING RUNS EXCEEDING 30'-0"B. WHERE A PARTITION ABUTS A STRUCTURAL ELEMENT OR DISSIMILAR WALLC. CONSTRUCTION CHANGES WITHIN PLANE OF PARTITIOND. AT EXPANSION OR CONTROL JOINTS THROUGHOUT THE BUILDINGE. AT BOTH JAMBS OF INTERIOR AND EXTERIOR DOOR AND WINDOW FRAMES, ABOVE AND

BELOW FULL HEIGHT OF WALL

8. FIRE RATED PARTITIONS:

A. PROVIDE TYPE "X" FIRE RESISTIVE GYPSUM BOARD, 5/8" THICK UNLESS NOTED OTHERWISEB. FILL ALL VOIDS AT DECK WITH FOAM FIRESTOP SEALANTC. SEAL PARTITION PERIMETER AND ALL PENETRATIONS WITH RATED SEALANTD. REFER TO UL MANUAL FOR RATED PARTITION DESCRIPTIONS AND DETAILED CONSTRUCTION

NOTES.

9. PROVIDE DEFLECTION TRACK AT ALL STUD CONNECTIONS AT BOTTOM OF DECK AND FILL VOIDS AS REQUIRED.

10.EXTEND GYPSUM BOARD ABOVE ADJACENT FINISHED CEILING MINIMUM OF SIX INCHES (6").

HOW TO USE THIS SHEET:

1. NOT EVERY PARTITION TYPE SHOWN IS NECESSARILY INTENDED FOR THE USE ON THIS PROJECT. REFER TO FLOOR PLANS FOR REFERENCE MARKS INDICATING APPLICABLE PARTITION TYPES.

2. REFER TO BRACING DETAILS FOR SUPPORT OF THE TOP OF EACH PARTITION TYPE AND BRACING OF PARTITIONS THAT EXCEED LIMITING HEIGHT OF PARTITION TYPES.

3. REFER TO FINISH SCHEDULES FOR APPLIED FINISHES TO BOTH SIDES OF WALLS.

4. COORDINATE BURNISHED AND SPLIT FACE CMU BLOCK BASED ON FINISH SCHEDULES, SECTIONS AND DETAILS.

5. COORDINATE TOPS OF FINISHED WALLS WITH ADJACENT CEILING HEIGHTS PER SCHEDULES, SECTIONS AND/OR DETAILS.

6. CONSULT ARCHITECT FOR ANY DISCREPANCIES OR QUESTIONS REGARDING PARTITIONS PRIOR TO INSTALLATION.

PARTITION TYPES NOTES

MTL DECK

MTL STUD TO DECK ABOVE, LEAVE 1/2" MIN GAP AT TOP AT CONT DEFLECTION TRACK, DO NOT ATTACH STUD TO CONT DEFLECTION TRACK

CONT MTL RUNNER DEEP LEG DEFLECTION TRACK, SCREW ATTACH TO MTL PLATE ABOVE

MTL CLIP ANGLE AT EACH STUD

SCREW FASTENERS, TYP

CONT 22 GA MIN GALV MTL PLATE, SPAN TWO RIBS OF DECK MIN WITH SCREW FASTENERS ON EACH SIDE OF STUD

CONT COLD-ROLLED MTL CHANNEL BRIDGING AT 48" OC VERT MAX AND WITHIN 18" VERT MAX OF TOP OF STUD FRAMING AND WITHIN 18" VERT MAX OF BOTTOM OF STUD FRAMING, ATTACH TO EACH CLIP ANGLE

ATTACH ANY BOARD ON EITHER SIDE OF STUD NO CLOSER THAN 6" MIN TO TRACK, REFER TO PARTITION TYPES

THIS DETAIL IS INTENDED TO SHOW THE STUD FRAMING CONNECTION TO DECK CONDITION AND BRIDGING INFORMATION ONLY AND DOES NOT SHOW OTHER ADDITIONAL INFORMATION, REFER TO CEILING DETAILS FOR ALL OTHER MATERIALS, COMPONENTS, AND ASSOCIATED INFORMATION

MIN6"

FLOOR RUNNER W/CONT. ACOUST. SEALANT ON BOTH SIDES

ONE LAYER 5/8" TYPE "X" GYP. BD. ON BOTH SIDES

SCHEDULED BASE

3-5/8", 25 GA. MTL STUDS @ 16" O.C.

3-5/8", 25 GA. MTL STUDS @ 16" O.C.

ONE LAYER 5/8" TYPE "X" GYP. BD. ON BOTH SIDES

3 5/8" 20 GA. MTL STUDS BRACED DIAGONALLY TO STRUCT. ALTERNATELY @ 4'-0" O.C. AS REQ. WHEN WALL EXCEEDS LIMITING HGT. OF MTL. STUDS. RE: BRACING CHART

MATCH EXISTING

FOR PARTITION WITHREFER TO SCHEDULE BELOW

3-1/2" THICK SOUND ATTENUATION BLANKETS FULL HEIGHT OF PARTITION (REF. TO PARTITION TYPE BELOW)

KEY INDICATES SIDE W/ GYP. BOARD TO DECK

4"

DEFLECTION TRACK, FILL VOIDS AS REQ'D AT CORRUGATED DECK

METAL DECK

TYP. THREE(3) SCREWS AT STUD POINTS.

CONT. ACOUSTICAL SEALANT

REFER TO TYP STUD FRAMING TO DECK DETAIL

3-5/8" METAL STUDS TO DECKB1 NON-RATED

3-5/8" METAL STUDS TO DECK W/ SOUND ATTENUATIONNON-RATED

TYPE FIRE RAT'G DESCRIPTIONMARK

B2

4 7/8"

PART. WIDTH

4 7/8"

NEW CONSTRUCTION

3-5/8" METAL STUDS TO DECKA1 NON-RATED

3-5/8" METAL STUDS TO DECK W/ SOUND ATTENUATIONNON-RATED

TYPE FIRE RAT'G DESCRIPTIONMARK

A2

4 7/8"

PART. WIDTH

4 7/8"

EXISTING

B1

B2

A1

A2

GENERAL CEILING PLAN NOTES1. REFER TO AND COORD. WITH ROOM FINISH SCHEDULES FOR SPECIFIC CEILING TYPES.2. ALL SCHEDULED CEILING HEIGHTS ARE FROM THE MAIN FLOOR LEVEL WITHIN THE ROOM

AND OR SPACE, AND ARE NOT FROM AN ELEVATED FLOOR LEVEL, AND ARE NOT FROM A RECESSED FLOOR LEVEL.

3. NO FIRE SPRINKLER HEADS ARE SHOWN ON ARCH. CEILING PLANS. ALL SPRINKLER HEADS SHALL BE CENTERED WITHIN CEILING TILES U.N.O.

4. ONLY CEILING MOUNTED FIXTURES AND EQUIP. IS SHOWN ON ARCH. CEILING PLANS. REFER TO INTERIOR ELEVATIONS FOR WALL MOUNTED FIXTURES. REFER TO MEPT DOCUMENTS FOR ADDITIONAL INFORMATION CONCERNING CEILING MOUNTED FIXTURES AND OR WALL MOUNTED FIXTURES.

5. CEILING MOUNTED LIGHT FIXTURES ARE SHOWN FOR LOCATION PURPOSES ONLY. COORD. WITH ELEC. DOCUMENTS FOR LIGHT FIXTURE DESIGNATIONS.

6. CEILING MOUNTED LIGHT FIXTURES WITHIN FIRE RATED CEILING ASSEMBLIES SHALL HAVE LIGHT FIXTURE PROTECTION AND BE TENTED OR OTHERWISE FIRE RATED TO MATCH CEILING ASSEMBLY FIRE RATING.

7. VERIFY LOCATIONS OF ALL CEILING ACCESS PANELS WITH MEPT DOCUMENTS. COORD. LOCATIONS OF CEILING ACCESS PANELS WITH ARCH. PRIOR TO INSTALLATION. CEILING ACCESS PANEL FIRE RATINGS SHALL MATCH CEILING ASSEMBLY FIRE RATINGS.

8. REFER TO WALL SECTIONS FOR WALL-CEILING INTERFACE

CEILING MATERIALS LEGEND

APC-TYPE 1 - 2' x 2' ACOUSTIC PANEL

2' X 4' LIGHT FIXTURE

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

REMOVE EXISTING CEILING GRID AND TILES ASREQUIRED FOR NEW WORK, RETURN TO ORIGINAL

CONDITION AFTER COMPLETION OF WORK. REPLACECEILING TILES AS REQUIRED WITH SALVAGED CEILING

TILES AND GRID FROM DEMOLITION PHASE.

EXISTING TO REMAIN

FURR-DOWN

EXISTING TO REMAIN

CEILING HEIGHT TO MATCH EXISTING± 9'-0"

3-5/8" MTL STUD AT 16" OC MAX TO STRUCT DECK ABOVE, ATTACH EACH STUD TO CONT 3-5/8" MTL RUNNER TOP TRACK WITH APPROPRIATELY SIZED FASTENERS EACH SIDE OF STUD.

EXISTING CEILING. ADD NEW GRID EDGE AT OVERHEAD ATTACHMENT. REPAIR AND PATCH TO LIKE NEW CONDITION.

2x BLOCKING TO FASTEN STOREFRONT HEADER TO STUD

NEW STOREFRONT SYSTEM

NEW PLASTIC LAMINATE WALL CAP

EXISTING HALF WALL. PROVIDE BLOCKING AS NEEDED TO SUPPORT NEW STOREFRONT SYSTEM

EXISTING FLOORING AND STRUCTURE

3'-8"

1"5'-

3" ±

MAT

CH E

XIST

ING

SCHEDULED BASE

8", 25 GA. MTL STUDS @ 16" O.C.

8", 25 GA. MTL STUDS @ 16" O.C.

MATCH EXISTING

DEFLECTION TRACK, FILL VOIDS AS REQ'D AT CORRUGATED DECK

METAL DECK

REFER TO TYP STUD FRAMING TO DECK DETAIL

8" METAL STUDS TO DECKC1 NON-RATED

8" METAL STUDS TO DECK W/ SOUND ATTENUATIONNON-RATED

TYPE FIRE RAT'G DESCRIPTIONMARK

C2

9 1/2"

PART. WIDTHNEW CONSTRUCTION

C1

C2

FLOOR RUNNER W/CONT. ACOUST. SEALANT ON BOTH SIDES

ONE LAYER 5/8" TYPE "X" GYP. BD. ON BOTH SIDES

ONE LAYER 5/8" TYPE "X" GYP. BD. ON BOTH SIDES

3 5/8" 20 GA. MTL STUDS BRACED DIAGONALLY TO STRUCT. ALTERNATELY @ 4'-0" O.C. AS REQ. WHEN WALL EXCEEDS LIMITING HGT. OF MTL. STUDS. RE: BRACING CHART

8" THICK SOUND ATTENUATION BLANKETS FULL HEIGHT OF PARTITION (REF. TO PARTITION TYPE BELOW)

KEY INDICATES SIDE W/ GYP. BOARD TO DECK

TYP. THREE(3) SCREWS AT STUD POINTS.

CONT. ACOUSTICAL SEALANT

4"

9 1/2"

FLOOR RUNNER W/CONT. ACOUST. SEALANT

ONE LAYER 5/8" TYPE "X" GYP. BD.

SCHEDULED BASE

3-5/8", 25 GA. MTL STUDS @ 16" O.C.

MATCH EXISTING

EXISTING WALL

REF.

SURR

OUN

DING

TILE

FOR

HEIG

HT

ALTERNATIVE TILE OPTION TO MATCH EXISTING TAUPE TILE

5/8" GYP BOARD BOTH SIDES OF METAL STUD FRAMING, REFER TO PARTITION TYPES

DOOR AND FRAME AS SCHEDULED

CONT SEALANT JOINT BOTH SIDES, TYP

METAL STUD BOX HEADER AT OPENINGS OVER 4'-0" WIDE

AT 2-1/2" STUD4 3/4".

2"SC

HED

DOO

R HE

IGHT

AT 3-5/8" STUD5 3/4"

AT 6" STUD8 1/4".

OUTSIDE ROOM OR SPACE

INSIDE ROOM OR SPACE

5/8" GYP BOARD BOTH SIDES OF METAL STUD FRAMING, REFER TO PARTITION TYPES

JAMB ANCHORS

CONT SEALANT JOINT BOTH SIDES, TYP

DOUBLE METAL STUDS AT JAMBS, TYP

AT 2-1/2" STUD4 3/4".

2"SC

HED

DOO

R W

IDTH

AT 3-5/8" STUD5 3/4"

AT 6" STUD8 1/4".

OUTSIDE ROOM OR SPACE

INSIDE ROOM OR SPACE

DOOR AND FRAME AS SCHEDULED

SCHEDFIN. FLOOR

SCHED. FINISH FLOOR

SCHEDFIN. FLOOR

DOOR AS SCHEDULED

1/2"

MAX

Other

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

5501

HAL

TOM

RD.

HALT

OM

CITY

, TX

7613

7

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

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12/2

0/20

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AM

Z:\ _

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A1.03

RCP /PARTITION

TYPES

12/19/2018IN2-1809 LEAF-18354

BISD

Auth

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heck

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12/19/2018

12" = 1'-0"8 PARTITION TYPES-TYP DETAILS

1 1/2" = 1'-0"3 TYP STUD FRAMING TO DECK

1" = 1'-0"6 PARTITION TYPE

1/8" = 1'-0"1 RENOVATION REFLECTED CEILING PLAN

1/2" = 1'-0"5 STOREFRONT SECTION1" = 1'-0"7 PARTITION TYPE

1" = 1'-0"2 FURR-OUT DETAIL W/ OPTIONAL TILE

DOOR SCHEDULE - ALL - BY TYPE

DOOR NO.DOOR FRAME

HEAD JAMB SILLFIRE

RATING REMARKSWIDTH HEIGHT TYPE MATERIAL TYPE MATERIALA243.1 3' - 0" 6' - 10" NL WD 5 HM 4/A1.03 9/A1.03 10/A1.03 45

MinutesA243.2 3' - 0" 6' - 10" NL WD 5 HM 4/A1.03 9/A1.03 10/A1.03 45

Minutes

1 1/2" = 1'-0"4 H.M. DOOR HEAD - 2-1/2" TO 6" STUD

1 1/2" = 1'-0"9 H.M. DOOR JAMB - 2-1/2" TO 6" STUD

1 1/2" = 1'-0"10 INTERIOR THRESHOLD

No. Description Date

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

WORK BY OTHERS

CLASSROOM IA246

CLASSROOM IIA245

CLASSROOM IIIA244

SCIENCE LABA243

CLASSROOMA242

ADMINISTRATIONA247

ADMINISTRATIONA248

CUSTODIAL OFFICEA249

SCHOOLSTOREA250 COLLABORATION

SPACE

COLLABORATIONSPACECOLLABORATION

SPACE

WORK BY OTHERSPREP AREA

CLASSROOMCLASSROOM

Classroom

Store Prep RoomStorage

Gallery

Gallery

Storage

Custodial Office

CLASSROOMD.05 D.05 D.05

CORRIDORCORRIDOR

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

GENERAL NOTES1.

2.3.

4.

5.

6.

7.

8.

9.

10.

11.

DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE, CONTACT ARCH IFCLARIFICATION IS NECESSARY IN ORDER TO DETERMINE THE INTENT OF THE CONTRACTDOCUMENTSDRAWINGS NOTED AS "N.T.S" OR "NTS" ARE NOT TO SCALEALL DIMENSIONS ARE TO STRUCTURAL COLUMN LINES OR THE FACE OF FINISHED SURFACESU.N.O.FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITION BEFORE COMMENCING WORK.NOTIFY ARCH. OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH AFFECTED WORKNOTES OR DIMENSIONS NOTED AS "TYPICAL" OR "TYP." OR "TYP" SHALL APPLY TO CONDITIONSTHAT ARE THE SAME OR SIMILARDIMENSIONS NOTED AS "FIELD VERIFY" OR "V.I.F." OR "VIF" SHALL BE MEASURED ANDCONFIRMED AT THE PROJECT SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCH.BEFORE INCORPORATING INTO THE WORKDIMENSIONS NOTED AS "CLEAR" OR "CLEAR INSIDE" REQUIRE SPECIFIC COORDINATIONAMONG DISCIPLINES AND OR MANUFACTURERSALL REQUIRED ACCESSIBLE CLEARANCES FOR ALL ITEMS, INCLUDING BUT NOT LIMITED TO ALLCOUNTER TOPS, ALL PLUMBING FIXTURES, ALL DRINKING FOUNTAINS, ALL ELECTRIC WATERCOOLERS, ALL LAVATORIES, ALL URINALS, ALL TOILETS SHALL BE STRICTLY ENFORCEDPROVIDE AND INSTALL ALL CONDUITS AND BACK BOXES REQUIRED BY LOW VOLTAGESYSTEMS. REFER TO "TS" DRAWINGS, DETAILS, ETC. AND ARCHITECTURAL DRAWINGS FOR EXACTQUANTITIES, LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH-INREFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS FOREXACT LOCATIONS OF ALL WIRING DEVICESGFCI RECEPTACLES IN ALL RTU's RE SUPPLIED BY THE EQUIPMENT MANUFACTURER ANDCIRCUITED BY THE CONTRACTOR TO THE 120 VOLT CIRCUIT INDICATED

INIT

'LS

SCALE:1 MECHANICAL DEMOLITION FLOOR PLAN - ECHS1/8" = 1'-0"

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L I C E N S E D

PROFESS IONAL ENGIN

EER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

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BY:

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ALTO

M R

D.

HALT

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CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

M1.01

MECHANICALFLOOR PLAN

SCALE:2 MECHANICAL RENOVATION FLOOR PLAN - ECHS1/8" = 1'-0"

INIT

'LS

SCALE:1 MECHANICAL ROOF PLAN - ECHS1/8" = 1'-0"

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L I C E N S E D

PROFESS IONAL ENGIN

EER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

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BY:

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M R

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HALT

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CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

M1.02

MECHANICALROOF PLAN

BRKDIST

Note:

AC input power is internally converted to DC power. Motor accepts 0-10VDC from its controller. Motor

operates from 2-10 volts. Below 2-10 volts the motor is off. Fan can be set to two independent speeds

(A or B). BAS controls will switch between speeds as indicated in the wiring above with a SPDT relay.

SPEED AADJUSTMENT

SPEED BADJUSTMENT

B A COM 24V

DRY CONTACTINPUT

MOTOROUT

DIGITAL INPUT

COM0-10V

CONNECTIONNOT USED

WIRING PROVIDED AND INSTALLED BY FAN FACTORY

NEMA TOGGLEDISCONNECTSWITCH PROVIDEDBY FACTORY

WIRING TO ISIMET UTILITYCONTROLLER PROVIDED ANDINSTALLED DIV. 26. REFER TO DETAILE-603.

INIT

'LS

SCALE:1 MECHANICAL SCHEDULES & DETAILSNONE

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L I C E N S E D

PROFESS IONAL ENGIN

EER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

M2.01

MECHANICALSCHEDULES &

DETAILS

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

WORK BY OTHERS

CLASSROOM IA246

CLASSROOM IIA245

CLASSROOM IIIA244

SCIENCE LABA243

CLASSROOMA242

ADMINISTRATIONA247

ADMINISTRATIONA248

CUSTODIAL OFFICEA249

SCHOOLSTOREA250 COLLABORATION

SPACE

COLLABORATIONSPACECOLLABORATION

SPACE

WORK BY OTHERSPREP AREA

AC/GFLX-01-C1

AC/GFLX-01-C1

AC/GFLX-02-C1

AC/GFLX-02-C1

AC/GFLX-03-C1

AC/GFLX-03-C1

AC/GFLX-04-C1 AC/GF

LX-04-C1

AC/GFLX-05-C1

AC/GFLX-05-C1

AC/GFLX-06-C1

LX-09-C1

LX-07LX-07USB

AC/GFLX-06-C1

LX-10

LX-10

LX-08

C1

AC/GFLX-09-C1

VIA-C1VIA-C1

LX-11 LX-11LX-11 LX-11LX-11 LX-13 LX-13 LX-13 LX-15 LX-15 +48"AFF

LX-16

LX-15

CLASSROOMCLASSROOM

Classroom

Store Prep RoomStorage

Gallery

Gallery

Storage

Custodial Office

CLASSROOMD.05 D.05 D.05

CORRIDORCORRIDOR

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

GENERAL NOTES1.

2.3.

4.

5.

6.

7.

8.

9.

10.

11.

DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE, CONTACT ARCH IFCLARIFICATION IS NECESSARY IN ORDER TO DETERMINE THE INTENT OF THE CONTRACTDOCUMENTSDRAWINGS NOTED AS "N.T.S" OR "NTS" ARE NOT TO SCALEALL DIMENSIONS ARE TO STRUCTURAL COLUMN LINES OR THE FACE OF FINISHED SURFACESU.N.O.FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITION BEFORE COMMENCING WORK.NOTIFY ARCH. OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH AFFECTED WORKNOTES OR DIMENSIONS NOTED AS "TYPICAL" OR "TYP." OR "TYP" SHALL APPLY TO CONDITIONSTHAT ARE THE SAME OR SIMILARDIMENSIONS NOTED AS "FIELD VERIFY" OR "V.I.F." OR "VIF" SHALL BE MEASURED ANDCONFIRMED AT THE PROJECT SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCH.BEFORE INCORPORATING INTO THE WORKDIMENSIONS NOTED AS "CLEAR" OR "CLEAR INSIDE" REQUIRE SPECIFIC COORDINATIONAMONG DISCIPLINES AND OR MANUFACTURERSALL REQUIRED ACCESSIBLE CLEARANCES FOR ALL ITEMS, INCLUDING BUT NOT LIMITED TO ALLCOUNTER TOPS, ALL PLUMBING FIXTURES, ALL DRINKING FOUNTAINS, ALL ELECTRIC WATERCOOLERS, ALL LAVATORIES, ALL URINALS, ALL TOILETS SHALL BE STRICTLY ENFORCEDPROVIDE AND INSTALL ALL CONDUITS AND BACK BOXES REQUIRED BY LOW VOLTAGESYSTEMS. REFER TO "TS" DRAWINGS, DETAILS, ETC. AND ARCHITECTURAL DRAWINGS FOR EXACTQUANTITIES, LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH-INREFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS FOREXACT LOCATIONS OF ALL WIRING DEVICESGFCI RECEPTACLES IN ALL RTU's RE SUPPLIED BY THE EQUIPMENT MANUFACTURER ANDCIRCUITED BY THE CONTRACTOR TO THE 120 VOLT CIRCUIT INDICATED

SCALE:3 GENERAL NOTESNTS

INIT

'LS

SCALE:1 ELECTRICAL RENOVATION FLOOR PLAN - ECHS1/8" = 1'-0"

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L IC E N S E D

PROFESS IONAL ENGINEER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

E1.01

ELECTRICALFLOOR PLAN

Revision 1 Date 11

SCALE:2 ELECTRICAL DEMOLITION FLOOR PLAN - ECHS1/8" = 1'-0"

SCALE:3 GENERAL NOTESNTS

INIT

'LS

SCALE:1 ELECTRICAL ROOF PLAN - ECHS1/8" = 1'-0"

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L IC E N S E D

PROFESS IONAL ENGINEER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

E1.02

ELECTRICALFLOOR PLAN

Revision 1 Date 11

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

REMOVE EXISTING CEILING GRID AND TILES ASREQUIRED FOR NEW WORK, RETURN TO ORIGINAL

CONDITION AFTER COMPLETION OF WORK. REPLACECEILING TILES AS REQUIRED WITH SALVAGED CEILING

TILES AND GRID FROM DEMOLITION PHASE.

EXISTING TO REMAIN

FURR-DOWN

EXISTING TO REMAIN

SCALE:3 GENERAL NOTESNTS

INIT

'LS

SCALE:1 ELECTRICAL RENOVATION CEILING PLAN - ECHS1/8" = 1'-0"

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L IC E N S E D

PROFESS IONAL ENGINEER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

E1.03

ELECTRICALLIGHTING PLAN

Revision 1 Date 11

ELECTRICAL ROOM

INIT

'LS

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L IC E N S E D

PROFESS IONAL ENGINEER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

E2.01

ELECTRICALDETAILS

Revision 1 Date 11

··

·

·

·

·

24"

24"

8"

ON

ELECTRIC

ON

GAS

ON

WATER

UTILITY CONTROLLERLS

P

ISIMETAUX RELAYHIGH

SPEED

ELECTRICALCONTACTOR

C

ISIMET

EMERGENCY

LIFT HERE

16"

16"

4"FANEMERGENCY SERVICE

ISIMET

AUX RELAYLOW SPEED

INIT

'LS

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L IC E N S E D

PROFESS IONAL ENGINEER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

E2.02

ELECTRICALDETAIL

Revision 1 Date 11

E.

D.

C.

B.

LOCATIONS ONLY.FITTINGS. VICTAULIC GROOVED FITTINGS MAY BE USED ABOVE GRADE IN ACCESSIBLEPROVIDE PIPING WITH MALLEABLE IRON, CAST IRON, STEEL WELDED OR SCREWEDFOR APPLICABLE FIRE PROTECTION SYSTEMS. CONFORM TO ASTM A53 AND A120. SCHEDULE 40 BLACK STEEL PIPE IN ACCORDANCE WITH THE REQUIREMENTS OF NFPA

NECESSARY APPURTENANCES.EXTINGUISHING SYSTEM WITH THE NECESSARY PRESSURE OR IF A FIRE PUMP, WITHTHE AVAILABLE STATIC AND RESIDUAL PRESSURE WILL ADEQUATELY PROVIDE THE FIREVERIFY PRESSURE AT THE PROJECT SITE BY PERFORMING A FLOW TEST. DETERMINE IFIT SHALL BE THE FIRE PROTECTION INSTALLERS RESPONSIBILITY, PRIOR TO BID, TO

AUTHORITIES EXERCISING JURISDICTION.LOCAL BUILDING CODE, REQUIREMENTS OF NFPA PAMPHLET 13, AND OTHER LOCALRULES AND REGULATIONS OF THE NATIONAL BOARD OF FIRE UNDERWRITERS, THETHE INSTALLATION OF THE ENTIRE SPRINKLER SYSTEMS SHALL COMPLY WITH ALL

NECESSARY TO MAINTAIN COVERAGE PROTECTION.SHALL TAKE PRECEDENCE OVER OTHER WORK, EXCEPT WHERE IT IS ABSOLUTELYTHERE WILL BE NO CONFLICT OF SPACE REQUIRED. DUCTWORK AND ELECTRICAL WORKAS THEY APPLY TO THE WORK OF THIS SECTION. COOPERATE WITH OTHERS SO THATSPECIFICATIONS, IN ORDER TO BECOME FAMILIAR WITH THE BUILDING AND DETAILSSTUDY THE GENERAL, STRUCTURAL, ELECTRICAL AND MECHANICAL DRAWINGS AND

ACCESSORIES FOR ENTIRE AREAAUTOMATIC WET PIPE FIRE EXTINGUISHING SPRINKLER SYSTEM WITH THE ATTENDANTDESIGN AND FURNISH LABOR AND MATERIALS FOR THE COMPLETE INSTALLATION OF AN

FIRE SPRINKLER SYSTEM A.

F VERIFY EXTENT OF CHANGES AS NECESSARY.

DETAIL NO.

DRAWING REFERENCE KEY

REFER TO

SHEET NO.

RE:1/P04.01

NEW CONNECTION TO EXISTING

FLEXIBLE CONNECTION

SUPERVISED VALVE WITH FLOW SWITCH

END OF LINE CLEANOUT

PRESSURE CONTROL VALVE

ROOF DRAIN / OVERFLOW DRAIN

PRESSURE GAUGE WITH GAUGE COCK

PLUG VALVE / GAS COCK

T & P RELIEF VALVE

1. ALL SYMBOLS MAY NOT BE USED ON THESE DRAWINGS.

PLUMBING SYMBOLS LEGEND

PROPANE GAS PIPING

STORM DRAIN BELOW SLAB

STORM DRAIN ABOVE SLAB

SANITARY SEWER ABOVE SLAB

SANITARY SEWER BELOW SLAB

PUMPED STORM SEWER

PUMPED SANITARY SEWER

DIRECTION OF SLOPE DOWN

DIRECTION OF FLOW

HOT WATER RETURN

GREASE WASTE ABOVE SLAB

GREASE WASTE BELOW SLAB

NATURAL GAS PIPING

STORM OVER FLOW DRAIN

CHILLED DRINKING WATER RETURN

CHILLED DRINKING WATER SUPPLY

DRY SPRINKLER PIPE

WCO WCO WALL CLEANOUT

(E)

(E) EXISTING RISER

CAP

CO

FCO FCO

CO

FLOOR CLEANOUT

STRAINER

THERMOMETER

FLOOR SINK

FLOOR DRAIN

FS

PIPE UNION

3-WAY VALVE

SOLENOID VALVE

FLOW SWITCH

BALANCING VALVE

BUTTERFLY VALVE

CW COLD WATER

HWR

HW

DROP IN PIPE

GATE VALVE

BALL VALVE

CHECK VALVE

RISE IN PIPE

HOT WATER

SD SD

V

SS

SP

SS

V

SS

SS

SP

PSD

SD

PSS

P

PSD

SD

PSS

P

SPRINKLER LINE

SANITARY VENT

SYMBOL

NOTES:

D DRAIN PIPING

GW

OSD

GW

FOV

G

GW

OSD

GW

FOV

G

FOS

FOR

DSP

F

FOS

FOR

F

FUEL OIL VENT

FUEL OIL RETURN

FUEL OIL SUPPLY

FIRE LINE

ABV.

CDWS

CDWR

B

DESCRIPTION

BUTANE

SUPERVISED VALVE IN VERTICAL

ITEM NOTED TO BE DEMOLISHED

ITEM NOTED TO BE ABANDONED

ITEM NOTED TO RELOCATED

WASHING MACHINE BOX

(R)

(E)

(N)

EXISTING ITEM

NEW ITEM

WMB

(A)

(D)

YH

ZV

WCO

WH

VTR

WC

YARD HYDRANT

ZONE VALVE

WALL HYDRANT

WALL CLEANOUT

WATER CLOSET

VENT THRU ROOF

ROUGH-IN AND CONNECT

REFRIGERATOR VALVE BOX

REVOLUTIONS PER MINUTE

REDUCED PRESSURE BACKFLOW PREVENTER

OWNER FURNISHED/OWNER INSTALLED

OWNER FURNISHED/CONTRACTOR INSTALLED

PRESSURE REDUCING VALVE

POST INDICATOR VALVE

GALLONS PER MINUTE

MASTER ALARM PANEL

SIA. SIAMESE

VAC. BRKR.

U/S

VCT

U/F

U

T.O.P.

TYP

TP

SK

UNDERFLOOR

UNDERSLAB

VACUUM BREAKER

VITRIFIED CLAY TILE

URINAL

TRAP PRIMER

TOP OF PIPE

TYPICAL

SINK

RPBFP

S.F.

RPM

RVB

SD

R.I.C.

RO

RE:

RD

SQUARE FEET

STORM DRAIN

REVERSE OSMOSIS

ROOF DRAIN

REFER TO

MS MOP SINK

O.F./O.I.

PIV

PRV

OFD

PH

O.F./C.I.

N.O.

N.C.

NIC

OVERFLOW DRAIN

PHASE

NORMALLY OPEN

NOT IN CONTRACT

NORMALLY CLOSED

MECH

MH

LAV

MAP

I.E.

KW

GPM

HP

HB

MECHANICAL

LAVATORY

MANHOLE

HORSEPOWER

HOSE BIBB

KILOWATTS

INVERT ELEVATION

FIRE DEPARTMENT VALVE

ELECTRIC DRINKING FOUNTAIN

GENERAL CONTRACTOR

1. ALL ABBREVIATIONS MAY NOT BE USED ON THESE DRAWINGS.

BRITISH THERMAL UNITS PER HOUR

CUBIC FEET PER SECOND

PLUMBING ABBREVIATION SCHEDULE

BACKFLOW PREVENTER

CUBIC FEET PER HOUR

AUTOMATIC AIR VENT

ABOVE FINISHED FLOOR

BELOW FINISHED FLOOR

CO CLEANOUT

FS

GPH

GC

FT

FU

FHC

F.L.

FDV

F.F.

FLOOR SINK

FIXTURE UNITS

GALLONS PER HOUR

FEET

FINISHED FLOOR

FLOW LINE

FIRE HOSE CABINET

EDF

FCO

DWG.

FD

EA

CONT.

DPV

CONN

DF

FLOOR DRAIN

FLOOR CLEANOUT

EACH

DRAWING

CONNECTION

DRY PIPE VALVE

CONTINUATION

DRINKING FOUNTAIN

C/C

CLG

CFH

CFS

CI

BOP

BTUH

BFP

BOB

CAST IRON

CEILING

BOTTOM OF BEAM

CUT AND CAP

BOTTOM OF PIPE

AAP

A.F.F.

B.F.F.

AAV

AP

NOTES:

AREA ALARM PANEL

ACCESS PANEL

ACID WASTE

AV

AW

AV

AW

ACID VENT

SYSTEM BELOW GRADE ABOVE GRADE

STORM WATERPIPING

SCH 40 PVC CAST IRON

SANITARY WATERPIPING

SCH 40 PVC CAST IRON

DOMESTIC WATERPIPING

TYPE K COPPER TYPE L COPPER

NATURAL GASPIPING

SCH 40 BLACK STEEL SCH 40 BLACK STEEL

CHEMICAL WASTEPIPING

PVDF PVDF

PLUMBING PIPING MATERIAL SCHEDULE

CONNECTION SIZEWASTE VENT C.W.

REMARKSH.W.DESCRIPTIONSYMBOL

PLUMBING FIXTURE SCHEDULE

1. ROUGH-IN SUPPLY WASTE AND VENT PIPE SIZES INDICATED ARE MINIMUM SIZES SHOWN FOR ROUGH-IN ONLY.

2. COORDINATE WITH PLUMBING FIXTURE MANUFACTURER'S INSTALLATION DRAWINGS FOR PROPER INSTALLATION OF ALL FIXTURES.

3. ALL PLUMBING FIXTURES SHALL BE COMPLETELY ROUGH IN BY THE PLUMBING CONTRACTOR AND SHALL MEET ALL CODES HAVING JURISDICTION.

4. ALL FIXTURES TO BE COMMERCIAL GRADE UNLESS OTHERWISE NOTED.

5. PROVIDE A WATER HAMMER ARRESTOR IN PIPING TO ALL FIXTURES AND/OR FIXTURE BANKS.

NOTES:

FD-1 PROVIDE TRAP PRIMER AND TRAP GUARDJ.R.SMITH FIG 2010C-NB-U-P050, 6" DIAMETER NICKEL BRONZE STRAINER, VANDAL PROOFSCREWS, TRAP PRIMER CONNECTION WITH CAST IRON BODY FLOOR DRAIN; PUSH ONGASKET OUTLET OR NO HUB OUTLET.

EEW/SS BRADLEY S19314 SERIES COMBINATION DRENCH SHOWER AND HALO EYE/FACE WASH WITHBARRIER FREE PULL ROD, PROVIDE WITH THERMOSTATIC MIXING VALVE EQUAL TOLEONARD TM-800, MOUNTED SECURLY ABOVE CEILING.

1-1/4"

TMV-1 SYMMONS 7-225 MIXING VALVE FOR POINT OF USE, VOLUME CONTROL SHUT-OFF VALVE ONOUTLET, CHECK VALVE ON INLETS, LEAD FREE. 1/2" 1/2"

1. THE PLUMBING WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE2012 IPC & 2012 IFGC AS WELL AS ALL LOCAL REGULATIONS THAT MAY APPLY. INCASE OF CONFLICT BETWEEN THE CONTRACT DOCUMENTS AND A GOVERNINGCODE OR ORDINANCE THE MORE STRINGENT STANDARD SHALL APPLY.

2. ALL PLUMBING WORK SHALL BE COORDINATED WITH ALL OTHER TRADESBEFORE PROCEEDING WITH THE INSTALLATION.

3. INVERT ELEVATIONS AND EXACT LOCATIONS OF ALL EXISTING UTILITIESSHALL BE CHECKED BEFORE PROCEEDING WITH NEW WORK.

4. NO CHANGES ARE TO BE MADE IN PLUMBING LAYOUT WITHOUT WRITTENPERMISSION BY THE ARCHITECT OR ENGINEER.

5. NO PIPING SHALL RUN EXPOSED IN FINISHED AREAS.

6. ROUGH-IN DIMENSIONS OF TOILET FIXTURES MUST BE COORDINATED WITH THEGENERAL CONTRACTOR.

7. PROVIDE SHUTOFF VALVES FOR WATER HEATER BRANCH. PROVIDEDIELECTRIC FITTINGS OR COUPLINGS WHEREVER DISSIMILAR METALS AREJOINED.

8. PROVIDE SHUTOFF VALVES AT EACH FIXTURE ON HOT AND COLD WATER SUPPLYPIPES.

9. ALL ACCESS PANELS SHALL BE BY GENERAL CONTRACTOR. PLUMBINGCONTRACTOR SHALL BE RESPONSIBLE FOR THEIR LOCATION.

10. INSTALL ALL REQUIRED CLEANOUTS TO CLEAR EQUIPMENT AND FIXTURES.

11. ALL WORK SHALL BE PROPERLY TESTED, BALANCED, AND CLEANED ANDDISINFECTED. PROVIDE A ONE YEAR WARRANTY FROM DATE OF FINALINSPECTION ON ALL PARTS AND LABOR.

12. ALL PLUMBING FIXTURES SPECIFIED ARE FOR INFORMATION ONLY. EQUALEQUIPMENT MAY BE INSTALLED SECURING FIRST THE ENGINEER'S APPROVAL.

13. PITCH ALL WASTE AND SOIL PIPING AT MAXIMUM SLOPE POSSIBLE, BUT NOT LESSTHAN 1/4" PER FOOT FOR PIPING 3" AND UNDER AND NO LESS THAN 1/8" FORPIPING 4" AND GREATER.

14. PROVIDE ALL PIPE OPENINGS THROUGH PARTITIONS WITH PIPE SLEEVES.PENETRATING FIRE RATED PARTITIONS, THE SPACE BETWEEN THE PIPE AND THESLEEVE SHALL BE SEALED WITH FIRE STOPPING MATERIAL.

15. ANY UNAUTHORIZED CHANGES TO THE EQUIPMENT, DESIGN, OR INSTALLATION OFTHE PLUMBING SYSTEMS WITHOUT THE EXPRESSED WRITTEN CONSENT OF THEENGINEER IS UNACCEPTABLE AND GROUNDS FOR REMOVAL OF ALL LIABILITY OFTHE ARCHTECT/ENGINEER FOR THE REVISED DESIGN.

16. PROVIDE CONDENSATE DRAIN FROM ROOF MOUNTED EQUIPMENT TO OPEN SITEDRAIN.

17. ALL PIPING MATERIAL SHALL BE OF DOMESTIC MANUFACTURE AND SHALLCOMPLY WITH THE BUY AMERICAN ACT.

GENERAL NOTES:

3/4"

CONDENSATEDRAIN PIPING

SCH 80 PVC ON ROOFWITH 2 COATS OFPAINT

TYPE MCOPPERINSIDE BUILDING

4" 2"

A. FURNISHING LABOR, MATERIALS, EQUIPMENT AND SERVICES REQUIRED AS SHOWN ONTHE DRAWINGS AND SPECIFIED IN DIVISION 22.

ALL WORK SHALL BE COMPLETE AND SHALL BE LEFT IN OPERATING CONDITION.B.

INCLUDE ALL PARTS AND LABOR WHICH ARE INCIDENTAL AND NECESSARY FOR ACOMPLETE AND OPERABLE INSTALLATION EVEN THOUGH NOT SPECIFICALLYMENTIONED IN THE CONTRACT DOCUMENTS.

C.

D. ARRANGE WITH APPROPRIATE UTILITY COMPANIES TO PROVIDE TEMPORARY ANDPERMANENT UTILITY SERVICES AS REQUIRED AND COORDINATE THEIR INSTALLATIONWITH CONSTRUCTION PROGRESS OF THIS PROJECT. PAY ALL FEES AND COSTSCHARGED BY UTILITY COMPANIES FOR UTILITY SERVICES.

OBTAIN ALL TEMPORARY AND PERMANENT PERMITS AND LICENSES REQUIRED INCONNECTION WITH THIS DIVISION'S WORK. PAY ALL FEES AND EXPENSES REQUIREDFOR SUCH PERMITS AND LICENSES.

E.

REQUEST INSPECTIONS AS REQUIRED BY REGULATING AGENCIES AND/ORREGULATIONS. PAY ALL CHARGES FOR INSPECTIONS BY REGULATING AGENCIES OFINSTALLATIONS OF PLANS SPECIFICATIONS.

F.

PROVIDE THE OWNER WITH A CERTIFICATE OF FINAL INSPECTION AND APPROVAL BYENFORCEMENT AUTHORITIES.

G.

MEET OR EXCEED ALL CURRENT APPLICABLE CODES, ORDINANCES AND REGULATIONSFOR ALL INSTALLATIONS. PROMPTLY NOTIFY THE ENGINEER, IN WRITING, IF THECONTRACT DOCUMENTS APPEAR TO CONFLICT WITH GOVERNING CODES ANDREGULATIONS. CONTRACTOR ASSUMES ALL RESPONSIBILITY AND COSTS FORCORRECTING NON-COMPLYING WORK INSTALLED WITHOUT NOTIFYING THE ENGINEER.

H.

HIGHER QUALITY OF WORKMANSHIP AND MATERIALS INDICATED IN THE CONTRACTDOCUMENTS TAKES PRECEDENCE OVER THAT ALLOWED IN REFERENCED CODES ANDSTANDARDS.

I.

FURNISH: TO OBTAIN, COORDINATE, SUBMIT THE NECESSARY DRAWINGS, DELIVER TOTHE JOB SITE IN NEW CONDITION READY FOR INSTALLATION, UNLOAD AND UNPACK,AND GUARANTEE.

J.

INSTALL: TO RECEIVE AT THE JOB SITE, STORE, ASSEMBLE, ERECT, SET IN PLACE,ANCHOR, APPLY, FINISH, PROTECT, CLEAN, TEST, START-UP, AND MAKE READY FOROWNER'S USE.

K.

PROVIDE: TO FURNISH AND INSTALL.L.

CONTRACTOR IS RESPONSIBLE FOR DIMENSIONAL DIFFERENCES, WEIGHTS,ELECTRICAL REQUIREMENTS AND ANY OTHER RESULTING CHANGES, WHEN USINGEQUIPMENT OTHER THAN THAT SCHEDULED ON THE DRAWINGS. CONTRACTOR ISRESPONSIBLE FOR ANY ADDITIONAL COSTS INCURRED AS A RESULT OFSUBSTITUTIONS.

M.

BEFORE SUBMITTING A PROPOSAL ON THE WORK CONTEMPLATED, EXAMINE THE SITEOF THE PROPOSED WORK AND BECOME THOROUGHLY FAMILIAR WITH EXISTINGCONDITIONS AND LIMITATIONS. NO EXTRA COMPENSATION WILL BE ALLOWED BECAUSEOF MISUNDERSTANDING AS TO THE AMOUNT OF WORK INVOLVED OR BIDDERS LACK OFKNOWLEDGE OF EXISTING CONDITIONS WHICH COULD HAVE BEEN DISCOVERED ORREASONABLY ANTICIPATED PRIOR TO BIDDING.

N.

CONSULT THE DRAWINGS AND SPECIFICATIONS OF DIVISION 26 AND OTHER TRADESFOR CORRELATING INFORMATION AND LAY OUT WORK SO THAT IT WILL COORDINATEWITH OTHER TRADES. VERIFY DIMENSIONS AND CONDITIONS (I.E., FINISHED CEILINGHEIGHTS, FOOTING AND FOUNDATION ELEVATIONS, BEAM DEPTHS, ETC.) WITH THEARCHITECTURAL AND STRUCTURAL DRAWINGS.

DRAWINGS MAY NOT SHOW EVERY RISE AND OFFSET REQUIRED FOR THE WORK.INSTALL PIPING AND DUCTWORK TO ACCOMMODATE THE BUILDING STRUCTURE ANDTHE WORK OF OTHER TRADES, WITH ALL REQUIRED OFFSETS AND WITHOUT EXTRACOST TO THE OWNER.

V.

OBTAIN EXACT LOCATION OF CONNECTION TO EQUIPMENT, FURNISHED BY OTHERS,FROM THE PERSON FURNISHING THE EQUIPMENT.

W.

GUARANTEE AND MAINTAIN THE STABILITY OF WORK AND MATERIALS AND KEEP SAMEIN PERFECT REPAIR AND CONDITION FOR THE PERIOD OF ONE (1) YEAR AFTER THEFINAL COMPLETION OF THE WORK AS EVIDENCED BY ISSUANCE OF THE FINALCERTIFICATE BY THE ARCHITECT.

X.

DEFECTS OF ANY KIND DUE TO FAULTY WORK OR MATERIALS APPEARING DURING THEABOVE MENTIONED PERIOD MUST BE IMMEDIATELY MADE GOOD BY THE CONTRACTORAT HIS OWN EXPENSE TO THE ENTIRE SATISFACTION OF THE OWNER AND ARCHITECTAND ENGINEER. INCLUDE DAMAGE TO THE FINISH OR THE BUILDING RESULTING FROMTHE ORIGINAL DEFECT OR REPAIRS.

Y.

MAGNETIC STARTERS, DISCONNECTS, AND POWER WIRING PROVIDED BY THEELECTRICAL CONTRACTOR, UNLESS OTHERWISE SPECIFIED.

Z.

AA. CONTROL AND INTERLOCK WIRING PROVIDED BY THE MECHANICAL CONTRACTOR,UNLESS OTHERWISE SPECIFIED.

PROVIDE ONLY PRODUCTS FROM MANUFACTURER'S WITH LOCAL REPRESENTATIONTHAT CAN PROVIDE COMPLETE COVERAGE, PARTS AND LABOR, FOR REPLACEMENTAND SERVICE OF THEIR PRODUCTS. PROVIDE ONLY EQUIPMENT THAT WILL FIT IN THESPACE AVAILABLE AND BE COMPLETELY SERVICEABLE. BRING ANY CONFLICTS TO THEENGINEER'S ATTENTION PRIOR TO ORDERING THE EQUIPMENT.

BB.

COORDINATE/SCHEDULE ALL WORK WITH THE OWNER TO MINIMIZE ANY DISRUPTIONS.CONFINE ALL INTERRUPTIONS TO THE SMALLEST POSSIBLE AREA. PROVIDETEMPORARY CONNECTIONS IF REQUIRED TO PROVIDE CONTINUITY OF SERVICE.

CC.

INSPECT ALL AREAS AFFECTED BY THE INTERRUPTIONS AND RETURN ALLAUTOMATICALLY CONTROLLED EQUIPMENT, ELECTRICALLY OPERATED EQUIPMENT TOTHE SAME OPERATING CONDITION PRIOR TO THE INTERRUPTION.

DD.

NO FIRE SPRINKLER OR FIRE ALARM SYSTEMS ARE TO REMAIN INACTIVE AT THE ENDOF THE WORK DAY. ASSURE THAT THE FIRE SPRINKLER OR FIRE ALARM SYSTEM ISOPERATIONAL AT THE END OF EACH WORK DAY. COORDINATE WITH THE OWNER.

EE.

FF. PROVIDE NEW MATERIAL AND EQUIPMENT, UNLESS NOTED OTHERWISE. PROTECTEQUIPMENT AND MATERIAL FROM DAMAGE, DIRT AND THE WEATHER.

PROVIDE THE HIGHEST QUALITY WORKMANSHIP AND PERFORM ALL WORK ONLY BYSKILLED MECHANICS. INSTALL MATERIAL AND EQUIPMENT IN ACCORDANCE WITHMANUFACTURERS' RECOMMENDATIONS, INSTRUCTIONS AND CURRENT STANDARDS.

GG.

HH. THE ENGINEER RESERVES THE RIGHT TO REJECT MATERIAL OR WORKMANSHIP NOT INACCORDANCE WITH THE CONTRACT DOCUMENTS, BEFORE OR AFTER INSTALLATION.

ALL PIPING SHALL BE RUN IN THE MOST DIRECT AND STRAIGHT MANNER POSSIBLEMAINTAINING PROPER GRADING.

II.

JJ. IT IS THE INTENT OF THESE PLANS AND SPECIFICATIONS THAT MOST PIPING BECONCEALED. WHERE EXPOSED, RUN AS CLOSE TO CEILING AND/OR WALL AS POSSIBLEPARALLEL WITH ADJACENT STRUCTURAL OR ARCHITECTURAL ELEMENTS.

DO NOT INSTALL PIPING OR DUCTWORK IN ANY SWITCHGEAR, TRANSFORMER,ELEVATOR EQUIPMENT, TELEPHONE, OR ELECTRICAL EQUIPMENT ROOM, UNLESS IT ISA BRANCH SERVING THAT ROOM.

KK.

DO NOT INSTALL PIPING OR DUCTWORK ABOVE SWITCHBOARDS, PANELBOARDS,CONTROL PANELS, MOTOR CONTROL CENTERS, ETC.

LL.

ARRANGE WORK TO FACILITATE MAINTENANCE, REPAIR OR REPLACEMENT OFEQUIPMENT. PROVIDE ACCESS FOR DEVICES THAT REQUIRE MAINTENANCE. FORCONCEALED DEVICES, VERIFY THAT ACCESS PANELS ARE PROPERLY LOCATED ANDLABELED.

HH.

PERFORM ALL CUTTING AND PATCHING NECESSARY TO WORK, UNLESS SPECIFICALLYDELEGATED TO THE GENERAL CONTRACTOR. OBTAIN SPECIAL PERMISSION FROM THESTRUCTURAL ENGINEER BEFORE CUTTING STRUCTURAL MEMBERS OR FINISHEDMATERIAL. PERFORM ALL PATCHING IN SUCH A MANNER AS TO LEAVE NO VISIBLETRACE AND RETURN THE AREA AFFECTED TO THE CONDITION OF UNDISTURBED WORK.PERFORM ALL PATCHING BY WORKERS EXPERIENCED, SKILLED, AND LICENSED FORTHE PARTICULAR TYPE OF WORK INVOLVED. INFERIOR WORK WILL NOT BE ACCEPTED.

II.

PATCH ALL HOLES LEFT AS A RESULT OF DEMOLITION OF PLUMBING EQUIPMENT ANDDEVICES.

O.

PREVENT THE SPREAD OF DUST, DEBRIS, AND OTHER MATERIAL INTO ADJACENTAREAS.

P.

REPLACE ALL CEILING TILES DAMAGED DURING INSTALLATION OF WORK, WITH NEWTILE.

Q.

R.

S.

PROTECT OPENINGS AND EQUIPMENT FROM OBSTRUCTION, BREAKAGE, MISUSE,DAMAGE OR BLEMISHES. PROTECT MATERIALS AND EQUIPMENT IMMEDIATELY UPONRECEIPT AT THE JOB SITE OR IMMEDIATELY AFTER THEY HAVE BEEN REMOVED FROMTHEIR SHIPPING CONTAINERS. UNLESS NOTED OTHERWISE, KEEP THEM CLEAN ANDUNDAMAGED UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE OWNER.WHEN A PORTION OF THE BUILDING IS OCCUPIED BY THE OWNER BEFORESUBSTANTIAL COMPLETION OF THE ENTIRE PROJECT, MAKE ARRANGEMENTS TOTRANSFER RESPONSIBILITY FOR PROTECTION AND HOUSEKEEPING FOR THEOCCUPIED PORTION.

T.

U.

PROTECT PIPE, AND EQUIPMENT OPENINGS WITH TEMPORARY PLUGS OR CAPS. KEEPOPENINGS COVERED UNTIL PERMANENT CONNECTIONS ARE COMPLETE.

CONTRACTOR IS RESPONSIBLE FOR ANY DAMAGE TO EQUIPMENT, MATERIALS ORWORK UNTIL FINAL ACCEPTANCE OF THE ENTIRE PROJECT BY THE OWNER.

JJ. KEEP THE PREMISES FREE FROM ACCUMULATION OF WASTE MATERIAL OR RUBBISH,CAUSED BY HIS EMPLOYEES OR WORK, AT ALL TIMES. REMOVE RUBBISH, TOOLS,SCAFFOLDING, AND SURPLUS MATERIALS FROM AND ABOUT THE BUILDING, AND LEAVEWORK AREAS "BROOM CLEAN" OR ITS EQUIVALENT UPON COMPLETION OF THE WORK.CLEAN MECHANICAL EQUIPMENT AND REMOVE TEMPORARY IDENTIFICATION.

IN CASE OF DISPUTE, THE OWNER WILL REMOVE THE RUBBISH AND CHARGE THE COSTTO THE CONTRACTOR.

KK.

BEFORE START-UP, LUBRICATE, CHARGE, AND FILL SYSTEMS AS SPECIFIED ANDACCORDING TO MANUFACTURER'S INSTRUCTIONS.

LL.

CLEAN, DISINFECT, AND TEST ALL PLUMBING AND PIPING SYSTEMS.MM.

PERFORM TESTING, ADJUSTING AND BALANCING IN ACCORDANCE WITH THAT SECTION.NN.

OO. OPERATE EQUIPMENT AND SYSTEMS IN ALL THEIR OPERATING MODES, TO VERIFYPROPER OPERATION, PRIOR TO FINAL FIELD OBSERVATION AND OWNERINSTRUCTIONS.

PROVIDE ASSISTANCE TO TEST, ADJUSTING AND BALANCING CONTRACTOR BY MAKINGADJUSTMENTS TO SYSTEM AND SYSTEM COMPONENTS REQUIRED FOR ACHIEVINGDESIGN PERFORMANCE.

PP.

QQ. IF ACCEPTABLE PERFORMANCE OF ANY TEST IS NOT ACHIEVED, MAKE THE NECESSARYCORRECTIONS AND THE TEST SHALL BE REPEATED UNTIL ACCEPTABLE PERFORMANCEIS ACHIEVED.

RR. FULLY INSTRUCT THE OWNER'S DESIGNATED PERSONNEL IN THE OPERATION OF EACHMECHANICAL SYSTEM AT THE TIME IT IS PUT INTO SERVICE. PROVIDE INSTRUCTIONUSING COMPETENT INSTRUCTORS AND FACTORY TRAINED PERSONNEL.

INCLUDE DOCUMENTATION OF INSTRUCTIONS IN THE OPERATION AND MAINTENANCEMANUALS.

SS.

SUBMIT COMPLETED BOUND OPERATION AND MAINTENANCE MANUALS TO OWNERINCLUDING SHOP DRAWINGS, WARRANTIES, TEST REPORTS, CERTIFICATIONS, TESTAND BALANCE REPORTS, SYSTEM VALIDATION REPORTS AND RECORD DRAWINGS.

TT.

DIVISION 22 - GENERALPROVISIONS

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L I C E N S E D

PROFESS IONAL ENGIN

EER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

P0.01

PLUMBINGLEGENDS ANDSCHEDULES

SEMI-RECESSED UTILITY CONTROLLER EQUAL TO ISIMET SERIES 1000, WITH PANICBUTTON TYPICAL. VERIFY ACCESSIBLE MOUNTING HEIGHT WITH ARCH.

FLUSH MOUNTED SOLENOID ENCLOSURE TO CONTROL 3/4"CW, 3/4"HW AND 3/4"GAS.

3/4"CW FROM SOLENOID ENCLOSURE DOWN TO BELOW FLOOR TO SERVETEACHERS DESK.

2"AW, 2"AV, 3/4"CW, 1/2"HW AND 1/2"GAS FROM BELOW FLOOR UP TO TEACHERSDESK, 2"AW SHALL HAVE TYPICAL ISLAND VENTING AS REQUIRED.

3/4"CW FROM SOLENOID ENCLOSURE UP TO ABOVE CEILING TO SCIENCECLASSROOM DISTRIBUTION PIPING. 3/4"HW AND 3/4"GAS DOWN TO UNDER FLOORAND ROUTE TO FUME HOOD AND TEACHERS DESK.

2"AW UP, 2"AV AND 1/2"CW DOWN TO STUDENT SINK.

4"AW UP, 2"AV, 1-1/4"CW AND 3/4"HW DOWN TO EMERGENCY EYE WASH AND SAFETYSHOWER WITH TMV EQUAL TO LEONARD TM-800 MOUNTED ABOVE CEILING WITH1-1/4" TEMPERED WATER DOWN TO EEW/SS. PROVIDE 1-1/4" CLEAR PLASTIC HOSEWITH QUICK CONNECT THAT WILL CONNECT TO SHOWER DRAIN LEG FOR TESTINGPURPOSES, PROVIDE HOSE LONG ENOUGH TO REACH 4"FD-1 BELOW UNIT, WITHWALL BRACKET FOR STORAGE OF HOSE WHEN NOT IN USE.

2"AW AND 1/2" GAS UP, 2"AV AND 1/2"CW DOWN TO FUME HOOD.

3/4" LOW PRESSURE GAS UP TO ROOF, COORDINATE WITH DISTRICT ROOFCONTRACTOR TO MAINTAIN ROOF WARRANTY, VERIFY EXACT LOCATION.

1" GAS @ 5 PSI ON ROOF ROUTE TO NEAREST 5 PSI GAS SERVICE PROVIDE WITHGAS REGULATOR, MINIMUM OF 10'-0" AWAY FROM OUTSIDE AIR INTAKES, FIELDVERIFY EXACT LOCATION.

1-1/2"CW AND 3/4"HW CONNECT TO EXISTING UTILITIES IN THIS AREA, FIELD VERIFYEXACT LOCATION PRIOR TO RUNNING DISTRIBUTION PIPING, COORDINATE WITHEXISTING CONDITIONS.

4"AW CONNECT TO EXISTING 4" ACID WASTE RISER APPROXIMETLY 62'-0" FROM THIS POINT. FIELD VERIFY EXACT LOCATION AND ROUTING PRIOR TO RUNNING DISTRIBUTION PIPING, COORDINATE WITH EXISTING CONDITIONS.

4"AW UP TO 4" FLOOR CLEAN-OUT.

2"AW UP TO 2" FLOOR CLEAN-OUT.

EPO AT TEACHERS DESK COORDINATE WITH MILL WORK.

4"AW UP TO 4" FLOOR DRAIN WITH TRAP PRIMER AND TRAP GUARD.

3"AV UP TO FLOOR ABOVE TIE-INTO EXISTING 3"AV IN THIS AREA AT 42" ABOVE THIRD FLOOR PROVIDE FURR-OUT AT 3RD FLOOR COORIDOR, FIELD VERIFYEXACT LOCATION.

GAS REGULATOR ON ROOF, REFER TO DETAILS.

REWORK EXISTING FIRE SPRINKLER SYSTEM AS REQUIRED TO ACCOMODATE NEW WALL, CEILING, DIFFUSER AND LIGHT LAYOUT. NEW HEADS SHALL MATCH EXISTING HEAD TYPE AND PERFORMANCE.

DEMOLISH EXISTING PLUMBING FIXTURES, CAP WASTE PIPING BELOW FLOOR, CAP VENT PIPING ABOVE CEILING AT MAIN REMOVE ANY UNUSED PIPING AND CAP ANY WATER PIPING AT MAIN, DO NOT LEAVE ANY DEAD LEGS OF WATERPIPING CONNECTED TO SYSTEM.

1

2

3

4

5

6

7

8

9

11

12

13

14

10

15

16

17

18

19

KEYED NOTES:

20

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

WORK BY OTHERS

CLASSROOM IA246

CLASSROOM IIA245

CLASSROOM IIIA244

SCIENCE LABA243

CLASSROOMA242

ADMINISTRATIONA247

ADMINISTRATIONA248

CUSTODIAL OFFICEA249

SCHOOLSTOREA250 COLLABORATION

SPACE

COLLABORATIONSPACECOLLABORATION

SPACE

WORK BY OTHERSPREP AREA R

EEW/SS4"FD-1

PLUMBING FIXTURES AND TRIM INSCIENCE LABS AND PREP ROOMSSHALL BE SPECIFIED BYARCHITECT TYPICAL

1

2

3

4

5

6

6

6

6 6

6

7

8

9

11

12

3/4"HW1-1/2"CW

4"AW

2"AV3/4"CW

2"AW

2"AW3/4"CW2"AV

15

3/4"HW1-1/2"CW

3/4"HW3/4"CW

2"AV2"V.

3/4"HW1-1/4"CW

GG

10

3/4"G 1"G

16

18

1919

19191919191919191919

1919

3/4"CW

1/2"HW BLW. FLR.1/2"G BLW. FLR.

14

14

EXIST. 4"CWEXIST. 2"HW

EXIST. 3/4"CWEXIST. 1/2"HW

17

EXISTING 3" ACIDVENT UP TO REMAIN

4"AW

3"AV

13

FUMEHOOD

PROVIDE FURR-OUT AT 3RDLEVEL COORIDOR

2"AV

CLASSROOMCLASSROOM

Classroom

Store Prep RoomStorage

Gallery

Gallery

Storage

Custodial Office

CLASSROOMD.05 D.05 D.05

CORRIDORCORRIDOR

EXISTING TO REMAIN EXISTING TO REMAIN EXISTING TO REMAIN

EXISTING TO REMAIN

GENERAL NOTES1.

2.3.

4.

5.

6.

7.

8.

9.

10.

11.

DO NOT SCALE DRAWINGS, WRITTEN DIMENSIONS TAKE PRECEDENCE, CONTACT ARCH IFCLARIFICATION IS NECESSARY IN ORDER TO DETERMINE THE INTENT OF THE CONTRACTDOCUMENTSDRAWINGS NOTED AS "N.T.S" OR "NTS" ARE NOT TO SCALEALL DIMENSIONS ARE TO STRUCTURAL COLUMN LINES OR THE FACE OF FINISHED SURFACESU.N.O.FIELD VERIFY ALL DIMENSIONS AND EXISTING CONDITION BEFORE COMMENCING WORK.NOTIFY ARCH. OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH AFFECTED WORKNOTES OR DIMENSIONS NOTED AS "TYPICAL" OR "TYP." OR "TYP" SHALL APPLY TO CONDITIONSTHAT ARE THE SAME OR SIMILARDIMENSIONS NOTED AS "FIELD VERIFY" OR "V.I.F." OR "VIF" SHALL BE MEASURED ANDCONFIRMED AT THE PROJECT SITE BY THE CONTRACTOR AND REVIEWED WITH THE ARCH.BEFORE INCORPORATING INTO THE WORKDIMENSIONS NOTED AS "CLEAR" OR "CLEAR INSIDE" REQUIRE SPECIFIC COORDINATIONAMONG DISCIPLINES AND OR MANUFACTURERSALL REQUIRED ACCESSIBLE CLEARANCES FOR ALL ITEMS, INCLUDING BUT NOT LIMITED TO ALLCOUNTER TOPS, ALL PLUMBING FIXTURES, ALL DRINKING FOUNTAINS, ALL ELECTRIC WATERCOOLERS, ALL LAVATORIES, ALL URINALS, ALL TOILETS SHALL BE STRICTLY ENFORCEDPROVIDE AND INSTALL ALL CONDUITS AND BACK BOXES REQUIRED BY LOW VOLTAGESYSTEMS. REFER TO "TS" DRAWINGS, DETAILS, ETC. AND ARCHITECTURAL DRAWINGS FOR EXACTQUANTITIES, LOCATIONS AND REQUIREMENTS PRIOR TO ROUGH-INREFER TO AND COORDINATE WITH THE ARCHITECTURAL PLANS, ELEVATIONS AND DETAILS FOREXACT LOCATIONS OF ALL WIRING DEVICESGFCI RECEPTACLES IN ALL RTU's RE SUPPLIED BY THE EQUIPMENT MANUFACTURER ANDCIRCUITED BY THE CONTRACTOR TO THE 120 VOLT CIRCUIT INDICATED

2020

2020

2020

SCALE:3 GENERAL PLUMBING NOTESNTS

INIT

'LS

SCALE:1 PLUMBING RENOVATION FLOOR PLAN - ECHS1/8" = 1'-0"

P1.01

PLUMBINGFLOOR PLAN14001 Dallas Parkway

Suite 400Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L IC E N S E D

PROFESS IONAL ENGINEER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

SCALE:2 PLUMBING DEMOLITION FLOOR PLAN - ECHS1/8" = 1'-0"

1. THE PLUMBING CONTRACTOR SHALL COMPLY WITH ALL AUTHORITIES HAVINGJURISDICTION.

2. ALL FINAL CONNECTIONS TO FIXTURES AND EQUIPMENT SHALL BE MADE BY THEPLUMBING CONTRACTOR.

3. ALL PLUMBING PIPING SHALL BE COORDINATED WITH ALL OTHER TRADES PRIOR TOANY INSTALLATION OF ALL PLUMBING FIXTURES AND EQUIPMENT BY THE PLUMBINGCONTRACTOR.

4. ALL FLOOR DRAINS AND FLOOR SINKS SHOWN ON THIS DRAWING SHALL BECOORDINATED WITH ALL OTHER TRADES PRIOR TO INSTALLATION.

5. REFER TO ARCHITECTURAL DRAWING FOR EXACT LOCATIONS OF FIXTURES,EQUIPMENT, ETC. DO NOT SCALE FROM PLUMBING DRAWINGS.

6. ALL WALL CLEAN OUTS SHALL BE ACCESSIBLE BY AN ACCESS PANEL.

7. PROVIDE A DOUBLE EXTERIOR CLEANOUT (DFCO) ON ALL SANITARY LINES EXITINGTHE BUILDING.

8. ALL FLOOR DRAINS AND FLOOR SINKS SHALL BE PROVIDED WITH A TRAP PRIMER.

9. FIXTURES DESIGNATED AS ADA ACCESSIBLE BY ARCHITECT SHALL BE INSTALLED ATADA ACCESSIBLE HEIGHT PER ARCHITECTURAL DETAILS.

10. ALL DOMESTIC COLD AND HOT WATER TAKE-OFFS SHALL HAVE AN ISOLATIONSHUT-OFF VALVE.

11. CONTRACTOR SHALL DEWATER ANY AREA AT OR BELOW GRADE PRIOR TO SETTINGEQUIPMENT.

12. FLOOR DRAINS AND FLOOR SINKS IN MECHANICAL ROOMS SHALL BE SET NOT LESSTHAN 6" FROM HOUSEKEEPING PADS. RE: MECHANICAL DRAWINGS. DO NOT PLACEON, OR IN, HOUSEKEEPING PAD, OR UNDERNEATH EQUIPMENT.

13. CONTRACTOR OPTION: SUBSTITUTE SCH40 PVC FOR NO HUB CAST IRON MATERIALSSPECIFIED ABOVE GRADE, VERIFY A RETURN AIR PLENUM IS NOT UTILIZED.

14. PROVIDE ALL INDIRECT WASTE REQUIRED TO MAKE A COMPLETE AND WORKINGSYSTEM.

GENERAL NOTES:

SCREW

FITTING TYPE AS REQ'D

CENTER SECURING

FILL ANNULARSPACE WITH

BE 2 HR. LISTED

FIRE STOP AND

PENETRATION MUST

AS AN ASSEMBLY.

BACKING MATERIAL.

THROUGH FLOORINSULATED PIPE PENETRATION

FLOOR CLEANOUT DETAIL

VENT PENETRATIONTHROUGH ROOF DETAIL

VENT STACK

N.T.S05

STRUCTURAL COLUMN

CEILING

DETAILFLOOR DRAIN

LEAD FLASHING

ROOF

10N.T.S

3" P-TRAP

FINISHED FLOOR

TO S

UIT

COND

ITIO

NSINSIDE CAULK

STRAINER

3" SS/GW CONNECTTO SANITARY SEWER

THREADED PLUG

TO SUIT

.. .

....

0311

INSULATION

STEEL PIPE

N.T.S01

CONCRETE SLAB

N.T.S DETAIL N.T.S

18 GAUGE ROUNDGALVANIZED STEEL

SANITARY VENT

DISTRIBUTION UNIT DETAILTRAP PRIMER (TP-1) WITH

TO SANITARY

...... ..

..

..... .

.. .. ....

.

..... ...... ...

...... .

FLASHING COLLARAS REQUIRED

FLANGED WITH

.....

....

FLOOR LINE..

CLEANOUT PIPE

WALL CLEANOUT

CLEANOUT TEE

N.T.S

D

D

FIN. FLOOR

FLOOR DRAIN

TRAP PRIMER (TP-2)DETAIL 04

TO FLOORDRAIN

(SERVES 1-4 DRAINS)DISTRIBUTION UNIT

WALL

TRAP PRIMER LINE

DD

TP-1

CEILING

FIXTURE

FLUSH VALVE

SUPPLY LINE

FINISHED WALL

ACCESS COVER

N.T.S08

3/4"

INCREASER1/2" TO 3/4"

FIN. FLOOR

VALVE (TP-2)

COLD WATER

ESCUTCHEONCHROME PLATED

TRAP PRIMER

CHROME PLATEDESCUTCHEON

3/4"

PLATED TRAP PRIMER1/2" POLISHED CHROME

TRAP PRIMER (TP-3)

TO FLOOR

DETAIL

DRAIN

LINE

FIXTURE

N.T.S

INCREASER1/2" TO 3/4"

FIN. FLOOR

TRAP PRIMERWASTE WATER

ESCUTCHEONCHROME PLATED

12

UNION

UNINSULATED PIPE PENETRATIONTHROUGH WALL

PENETRATION MUST

AS AN ASSEMBLY.BE 2 HR. LISTED

SPACE WITHFILL ANNULAR

BACKING MATERIAL.FIRE STOP AND

N.T.S

WALL

MIN. OF 1/4" PACKING SLEEVE SHALL MAINTAIN A

AROUND PIPE.

WALL

07

AROUND PIPE.

SLEEVE SHALL MAINTAIN AMIN. OF 1/4" PACKING

THROUGH WALLINSULATED PIPE PENETRATION

FIRE STOP AND

PENETRATION MUST BACKING MATERIAL.

BE 2 HR. LISTEDAS AN ASSEMBLY.

FILL ANNULARSPACE WITH

N.T.S

WALL

INSULATION

WALL

06

TRAP GUARD

INSULATION

PIPE

MINIMUM DIMENSIONS OF GALVANIZEDSHEETMETAL PROTECTION SHIELDS

AT PIPE HANGERS

(IN.)

161212

18

PIPE

3" - 4"

HANGER RODS

SHEET SHIELDGALVANIZED IRON

1" - 2-1/2"1/2" & 3/4"

UNISTRUT CHANNEL

NOMINAL SIZE SHIELD LENGTHTHICKNESS

181818

GAUGE

16

PROVIDE A SECTION OF HIGH COMPRESSION STRENGTH INSULATION AT EACH HANGER POINT. INSULATION MAY BE HALF ROUND OR FULL ROUND AND EXTEND AT LEAST1" BEYOND GALV. SHIELDEACH WAY.

INSULATED PIPE HANGER 02N.T.S

1-1/4" PHILLIPS SELF-DRILLING EXPANSIONANCHORS

LEG TO FLOOR W/3/8"x9"Ø FLOOR FLANGE

PULL ROD

WALL LINE

SAFETYSIGN

EYEWASH AS SPECIFIEDEMERGENCY SHOWER/

CEILINGTW

1-/4"CW

3/4"HW

1-1/4"

DIELECTRIC UNION

CHROME PLATEDESCUTCHEON 1-1/4"

(TYP.)

EXPOSED SUPPLY PIPING TO BE INSU-LATED AS SPECIFIED

TW

THERMOSTATIC MIXING AS

FOR EXACT LOCATIONREFER TO ARCH. FLOOR PLAN

SPECIFIED. VALVE TO BEMOUNTED TO WALL ABOVECEILING OR SUSPENDEDFROM STRUCTURE. A MAX-

N.T.S09

EMERGENCY EYE WASH/SAFETY SHOWER DETAIL

HEIGHT OF 24" ABOVE THE CEILING.

LOW PRESSURE

ROOF

GAS LINE SUPPORT

MED. PRESSURE GAS

GAS-MANUALCUT-OFF VALVE(IRON) GAS LINE

UNION GAS LINEUNION

GAS-MANUALCUT-OFF VALVE(IRON)

GAS REGULATOR1/4" SCHRADER AIR VALVE

1/4" GAUGE COCK

1/4" LINEWELD-O-LET

9 O'CLOCK 3 O'CLOCK

GAS VALVE TO BE INSTALLEDIN 3 O'CLOCK OR 9 O'CLOCKPOSITION ONLY

TYPICAL GAS REGULATOR INSTALLATIONDETAIL 14

N.T.S

28-3/4"

6-3/4"

FLOORLINE

1-1/4" IPSWASTE

62"

19" NIPPLE

1-1/4" IPS

NIPPLE

SUPPLY

28-3/4"

27" MIN

36" MAX

46-1/2"

82"

31"

THESE DIMENSIONS MUST BE MAINTAINED TO MEET WHEELCHAIR ACCESSIBILITY REQUIREMENTS AND STILL COMPLY WITH ANSI REQUIREMENTS STATED ABOVE.

MINIMUM

13BARRIER FREEEYE/FACE WASH

3

3

3

3

6"

1/4"/FT. MIN. SLOPE

20' MAX.

2"

2"

1/4"/FT. MIN. SLOPE

FINISHED FLOOR

OUTCLEAN

2"

TO SINK

2"

TO SANITARY SEWER

2"

OUTCLEAN

2"

WALL VENTUP

45° ELBOW

90° ELBOW

45° ELBOW

COUNTER TOP

FOR PIPE SIZESREFER TO RISER DIAGRAM

DETAILSINK CONNECTION AT ISLAND

N.T.S15

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L I C E N S E D

PROFESS IONAL ENGIN

EER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

P6.01

PLUMBINGDETAILS

ISIMET CONTACTOR ENCLOSURE (M# E-1-1-10-S-L-EX A) - NEMA 4 RATED CONTACTORENCLOSURE WITH 10-CIRCUIT MECHANICALLY HELD CONTACTOR. CONTACTOR SHALL HAVE24VAC VOLT CONTROL COILS WITH 120V CONTACTS. ENCLOSURE SHALL ALSO BE PROVIDEDWITH AUX RELAYS FOR EXHAUST FAN CIRCUIT SPEED CONTROLS. CONTACTOR ENCLOSURESHALL BE LOCATED PER PLANS. CONTACTOR ENCLOSURE SHALL BE PROVIDED AND INSTALLEDBY ELECTRICAL CONTRACTOR ABOVE CEILING.

ISIMET CONTACTOR ENCLOSURE (M# E-1-1-6-S-L-EX) - NEMA 4 RATED CONTACTOR ENCLOSUREWITH 6-CIRCUIT MECHANICALLY HELD CONTACTOR. CONTACTOR SHALL HAVE 24VAC VOLTCONTROL COILS WITH 120V CONTACTS. ENCLOSURE SHALL ALSO BE PROVIDED WITH AUXRELAYS FOR EXHAUST FAN CIRCUIT SPEED CONTROLS. CONTACTOR ENCLOSURE SHALL BELOCATED PER PLANS. CONTACTOR ENCLOSURE SHALL BE PROVIDED AND INSTALLED BYELECTRICAL CONTRACTOR ABOVE CEILING.

ISIMET PRE-ASSEMBLED SOLENOID VALVE ENCLOSURE(M#S-121-3-24VAC-1CW-1HW-3/4G-K-F/A/U) - 3-VALVE SOLENOID ENCLOSURE W/ WHITE POWDERCOAT COVER. ENCLOSURE SHALL BE STANDARD ASSEMBLY W/ GROMMETS. ASSEMBLY SHALLHAVE SHOCK ARRESTORS, IN-LINE STRAINERS, AND SECONDARY UNIONS. SOLENOIDENCLOSURE SHALL BE LOCATED ABOVE CEILING PER PLANS WITH 36" OF WORKING SPACE INFRONT OF ENCLOSURE DOOR. SOLENOID ENCLOSURE SHALL BE PROVIDED BY ELECTRICALCONTRACTOR AND INSTALLED BY PLUMBING CONTRACTOR ABOVE CEILING. PROVIDE 30" OFWORKING SPACE IN FRONT OF ENCLOSURE FOR MAINTENANCE.

CONTROL WIRING - WIRING SHALL BE PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR,VERIFY WIRING REQUIREMENTS WITH EQUIPMENT MANUFACTURER.

ISIMET EMERGENCY REMOTE PANIC BUTTON (M#IP-O) - PANIC BUTTON SHALL BE FLUSHMOUNTED NEAR EACH EXIT DOOR IN SCIENCE LAB (PREP ROOM REQUIRES ONLY ONE PANICBUTTON SINCE LIMITED UTILITY CONTROLLER PROVIDES PANIC BUTTON AT OPPOSITE EXIT).REFER TO PLANS FOR EXACT LOCATION. PROVIDED AND INSTALLED BY ELECTRICALCONTRACTOR.

PANIC BUTTON PROTECTIVE COVER (STI #SS-2010F OR EQUAL) - PROVIDE PROTECTIVE COVERAT EACH PANIC BUTTON LOCATION. COVER SHALL BE CLEAR. PROVIDED AND INSTALLED BYELECTRICAL CONTRACTOR.

REMOTE TROUBLE INDICATING BEACON (M#MLA-1-AB) - REMOTE "RED" FLASHER BEACON W/90dB ALARM LOCATED INSIDE AND OUTSIDE CLASSROOM LOCATED ABOVE ONLY (1) EXIT DOOR.PROVIDED AND INSTALLED BY ELECTRICAL CONTRACTOR.

2A

3

4

5

6

ISIMET SYSTEM KEYED NOTES CONT.:

ISIMET S-SERIES ENCLOSURE

PIPING ROUTEDIN WALL

CWHWGAS

SHOCKARRESTOR(TYP.)

SOLENOIDVALVE(TYP.)

BALL VALVE(TYP.)

RECESSED PORTIONOF CABINET INWALL (TYP)

CONTACT POINTSW/ INTERFACERELAYS (TYP.)

UNION (TYP.)

24"

24"

8"

ON

ELECTRIC

ON

GAS

ON

WATER

UTILITY CONTROLLERLS

P

ISIMET

NATU

RAL

GAS

(G)

ALL 24VAC CONTROL WIRING ROUTED IN1"C. INSIDE WALLS OR UP TOACCESSIBLE CEILING (TYP.)

1A

HOT

WAT

ER (H

W)

COLD

WAT

ER (C

W)

AUX RELAYHIGH SPEED

EXHAUST FAN CIRCUITNEUTRAL

HOT

ELECTRICALCONTACTOR

C

120VAC CIRCUITS AT WORKSTATIONSREFER E101C FOR CIRCUIT LOCATIONAND CONTACTOR SCHEDULE ON THIS

SHEET(TYPICAL)

2A

44

ALL 120VAC WIRING SHALL BE ROUTED INCONDUIT, REFER TO POWER PLANS AND PANELSCHEDULES (TYP.)

16"

16"

3

1. EACH UTILITY CONTROLLER WHERE SHOWN ON THE DRAWINGS SHALL OPERATE ASAN INDEPENDENT CONTROL SYSTEM.

2. ELECTRICAL CONTRACTOR SCOPE OF WORK - IT SHALL BE THE RESPONSIBILITY OFTHE ELECTRICAL CONTRACTOR TO PROVIDE IN HIS BASE BID ALL DEVICES,CONDUIT SYSTEMS, STANDARD ELECTRICAL BOXES, OPERATING POWER, ALL LOWVOLTAGE CONTROL WIRING FOR THE LABORATORY SAFETY DEVICE SYSTEM ASOUTLINED IN THE DRAWINGS AND SPECIFICATIONS.

3. PLUMBING CONTRACTOR SCOPE OF WORK - IT SHALL BE THE RESPONSIBILITY OFTHE PLUMBING CONTRACTOR TO PROVIDE IN HIS BASE BID ALL LABOR AND OTHERPROVISIONS FOR INSTALLATION OF THE LABORATORY SAFETY DEVICE SYSTEMSOLENOID ENCLOSURE AND ASSOCIATED PIPING, VALVES, ETC.

4. MECHANICAL CONTRACTOR SCOPE OF WORK - IT SHALL BE THE RESPONSIBILITY OFTHE MECHANICAL CONTRACTOR TO PROVIDE IN HIS BASE BID ALL LABOR ANDOTHER PROVISIONS FOR INSTALLATION OF THE LABORATORY SAFETY DEVICESYSTEM EXHAUST FAN/EMS INTERFACE AND CONTROLS.

5. REFER TO ARCHITECTURAL, ELECTRICAL AND PLUMBING PLANS FOR ALL DEVICESLOCATIONS.

6. ALL 24VAC WIRING SHALL BE ROUTED IN DEDICATED RACEWAYS. ADDITIONALLYEMS WIRING SHALL BE ROUTED COMPLETELY INDEPENDANT FROM ISIMETCONTROL WIRING.

ISIMET SYSTEM GENERAL NOTES:

4"

TWO-SPEED EXHAUST FAN ON ROOFPROVIDED AND INSTALLED BY MECHANICALCONTRACTOR. HIGH SPEED SHALLACTIVATE TO PURGE ROOM ON PANIC. LOWSPEED SHALL ACTIVATE UPONCONTROLLER MOUNTED SWITCH

ISIMET S-SERIES ENCLOSURE

PIPING ROUTEDIN WALL

CWHWG

SHOCKARRESTOR(TYP.)

SOLENOIDVALVE(TYP.)

BALL VALVE(TYP.)

RECESSED PORTIONOF CABINET INWALL (TYP)

CONTACT POINTSW/ INTERFACERELAYS (TYP.)

UNION (TYP.)

24"

24"

8"

ON

OFFEMERGENCY

ISIMET

1B

AUXRELAY

ELECTRICALCONTACTOR

C

2B

44

ALL 120VAC WIRING SHALL BE ROUTED INCONDUIT, REFER TO POWER PLANS AND PANELSCHEDULES (TYP.)

16"

16"

3

4"

NATU

RAL

GAS

(G)

HOT

WAT

ER (H

W)

COLD

WAT

ER (C

W)

7

FANEMERGENCY SERVICE

TO ENERGY MANAGEMENT SYSTEM BYMECHANICAL CONTRACTOR. EMS SHALLMONITOR/CONTROL ALL SCIENCE LABUTILITY CONTROLLERS.

TO ENERGY MANAGEMENT SYSTEM BYMECHANICAL CONTRACTOR. EMS SHALLMONITOR STATUS OF ALL SCIENCE LABEXHAUST FANS.

UTILITY CONTROLLER 120VACNEUTRAL

HOT

AUX RELAYLOW SPEED

2B

ALL 24VAC CONTROL WIRING ROUTED IN1"C. INSIDE WALLS OR UP TOACCESSIBLE CEILING (TYP.)

UTILITY CONTROLLER 120VACNEUTRAL

HOT

EXHAUST FAN CIRCUITNEUTRAL

HOT

ONE-SPEED EXHAUST FAN ON ROOFPROVIDED AND INSTALLED BYMECHANICAL CONTRACTOR. FAN SHALLACTIVATE TO PURGE ROOM UPON PANICBUTTON.

TO ENERGY MANAGEMENT SYSTEM BYCONTROLS CONTRACTOR. EMS SHALLMONITOR STATUS OF ALL SCIENCE LABEXHAUST FANS.

ALL WIRING (BOTH 120V & 24V) SHALLBE IN SEPARATE RACEWAYSNOTE: EMS WIRING SHALL BE INSEPARATE DEDICATED CONDUIT.

ALL WIRING (BOTH 120V & 24V) SHALLBE IN SEPARATE RACEWAYSNOTE: EMS WIRING SHALL BE INSEPARATE DEDICATED CONDUIT.

NOT TO SCALE

ISIMET LABORATORY SAFETY DEVICE SYSTEM DIAGRAM - SCIENCE LAB01

NOT TO SCALE

ISIMET LABORATORY SAFETY DEVICE SYSTEM DIAGRAM - PREP ROOM (IF APPLICABLE)02

3/4" 3/4"

3/4"3/4"

120 VAC Line & Commonfrom Load Center

Panic @L-Series

120 V OutputDuplex Receptacle

Interconnectwith UtilityController PCB

LA Series Control Panel@ Intructor's Desk

"ems"

alarm

SUPPLY CIRCUITS120 VAC

Line

Comm

on

SWITCH

RIBMN24S Relay

OPENAUTO

CLOSED

CONTACT

OUTPUT

PCB

120 VAC Power Supply

Natural Gas

OUTPUT CIRCUITTO TERMINAL 2

120V CIRCUITSTO LAB STATIONS

EXHAUST FAN CIRCUIT

Natural Gas

FIELD INSTALLED18 AWG TO EACHSOLENOID AND RELAY

CONTROL WIRING FROMAIR HANDLING DEVICE

EXHAUST FAN ON ROOF(TYPICAL)

BY MECHANICAL CONTRACTOREXHAUST FAN SHALL ACTIVATETO PURGE ROOM ON PANIC.

5-VDC ALARM WIRINGTO ALARM MONITORINGPANEL AS SHOWN ONPLANS.

24 VAC CONTROL

REMOTE CIRCUITTERMINAL 1-A

AUXILIARY CIRCUITTERMINAL 1-A

FIRE ALARM ANDCONTROL CONTRACTOR

MAKE CONNECTIONSTO TERMINAL 1

TO INSTRUCTORSTABLE

UTILITY CONTROLLER SCHEMATIC NOTES:

1

2

3

4EQUIPMENT FURNISHED BY DIVISION 22.

EQUIPMENT INSTALLED BY DIVISION 26.

WIRING PROVIDED BY DIVISION 26.

DISCIPLINE - SPECIFIC NOTES

120 VAC

LINE

NEUT

RAL

12

NOT IN SCOPE

3

LIGHTING CONTACTOR ENCLOSURE FOR REMOTE OPERATIONOF LAB POWER CIRCUITS.

GAS SHUT OFF VALVE ENCLOSURE FOR REMOTE OPERATIONOF LAB GAS.

LAB UTILITY CONTROLLER WITH EPO OFF BUTTON.

AUX RELAY TO BE PROVIDED IN LIGHTING CONTACTORENCLOSURE.

112

33

1

2

3

3

4

3

NOT TO SCALE

LABORATORY EMERGENCY OFF SCHEMATIC03

120VAC CIRCUITS AT WORKSTATIONSREFER E101C FOR CIRCUIT LOCATIONAND CONTACTOR SCHEDULE ON THIS

SHEET(TYPICAL)

ISIMET UTILITY CONTROLLER (M# 222-9). UTILITY CONTROLLER SHALL BE FLUSH MOUNTEDPANEL W/ STAINLESS STEEL COVER AND 24 VAC CONTROL DEVICES UNLESS NOTEDOTHERWISE. CONTROLLER SHALL BE LOCATED ADJACENT TO TEACHER WORKSTATION, REFERTO ARCHITECTURAL PLANS. CONTROLLER PANEL SHALL BE PROVIDED AND INSTALLED BYELECTRICAL CONTRACTOR. CONTROLLER PANEL SHALL HAVE THE MINIMUM OF:· DOOR PANEL-MOUNTED ENABLING KEY SWITCH - STANDARD SERVICES CONTROL FOR

ENABLING OF SERVICE CONTROLS· DOOR PANEL-MOUNTED SERVICES CONTROLS - DOMESTIC WATER (HOT & COLD)

SOLENOIDS, NATURAL GAS SOLENOIDS, 120VAC WORKSTATION OUTLET CONTACTOR, ANDEXHAUST FAN "LOW SPEED" CONTROL SWITCH

· DOOR PANEL-MOUNTED SERVICE LEDS LAMPS - UTILITIES ACTIVE/INACTIVE VISUALINDICATOR

· DOOR PANEL-MOUNTED EMERGENCY PANIC BUTTON - PROVIDE EMERGENCY SHUT-OFF ASREQUIRED PER TEXAS STATE SCIENCE FACILITIES STANDARDS

· INTERNAL ENERGY MANAGEMENT SYSTEM INPUT W/ MONITORING· UL916 LISTED

ISIMET LIMITED UTILITY CONTROLLER (M# LA-2215-R) - LIMITED UTILITY CONTROLLER SHALL BEFLUSH MOUNTED PANEL W/ STAINLESS STEEL COVER AND 24VAC CONTROL DEVICES UNLESSNOTED OTHERWISE. CONTROLLER SHALL LOCATED ADJACENT TO PREP ROOM EXIT DOOR,REFER ARCHITECTURAL PLANS. CONTROLLER PANEL SHALL BE PROVIDED AND INSTALLED BYELECTRICAL CONTRACTOR. CONTROLLER PANEL SHALL HAVE THE MINIMUM OF:· DOOR PANEL-MOUNTED ENABLING KEY SWITCH - STANDARD SERVICES CONTROL FOR

ENABLING OF SERVICE CONTROLS· DOOR PANEL-MOUNTED CONTROL SWITCH - DOMESTIC WATER (HOT & COLD) SOLENOIDS,

NATURAL GAS SOLENOIDS, 120VAC WORKSTATION OUTLET CONTACTOR, AND EXHAUSTFAN RELAYS

· DOOR PANEL-MOUNTED SERVICE LEDS LAMPS - UTILITIES ACTIVE/INACTIVE VISUALINDICATOR

· DOOR PANEL-MOUNTED EMERGENCY PANIC BUTTON - PROVIDE EMERGENCY SHUT-OFF ASREQUIRED PER TEXAS STATE SCIENCE FACILITIES STANDARDS

· UL916 LISTED

1A

ISIMET SYSTEM KEYED NOTES:

1B

3/4"

3/4"

3/4" 3/4"

3/4" 3/4"

3/4"

3/4"

ISIMET5

EMERGENCY

4

LIFT HERE

6

ISIMET5

EMERGENCY

4

LIFT HERE

6

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L I C E N S E D

PROFESS IONAL ENGIN

EER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

P6.02

PLUMBINGISIMET

DETAILS

GENERAL NOTES:

KEYED NOTES:

CONTRACTOR TO REMOVE AND PROTECT FIRE ALARM DEVICES IN CORRDIOR/CLASSROOM. RELOCATEAS REQUIRED AND REINSTALL.

REUSE EXISTING STROBES ALONG CORRIDOR. SPACE STROBES SO THAT THEY ARE VISIBLE FROM NEW OFFICE SPACES

CLASSROOM IA246

CLASSROOM IIA245

CLASSROOM IIIA244

SCIENCE LABA243

CLASSROOMA242

ADMINISTRATIONA247

ADMINISTRATIONA248

CUSTODIAL OFFICEA249

SCHOOLSTOREA250 COLLABORATION

SPACE

COLLABORATIONSPACECOLLABORATION

SPACE

PREP AREA

CLASSROOMCLASSROOM

Classroom

Store Prep RoomStorage

Gallery

Gallery

Storage

Custodial Office

CLASSROOMD.05 D.05 D.05

CORRIDORCORRIDOR

14001 Dallas ParkwaySuite 400

Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L I C E N S E D

PROFESS IONAL ENGIN

EER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

SCALE:1 PARTIAL FLOOR PLAN - FIRE ALARM - ECHS1/8" = 1'-0"

FA1.01

FIRE ALARMFLOOR PLAN

INIT

'LS

SCALE:3 FIRE ALARM SYMBOLS/NOTES - ECHSNTS

SCALE:2 FIRE ALARM RENOVATION FLOOR PLAN - ECHS1/8" = 1'-0"

D# - DATA DROP. # - QUANTITY OF CAT6 CABLES. AP - WIRELESS ACCESS POINT SC - VIDEO SURVEILLANCE CAMERAPOS - POINT OF SALE SUSTEM TV - TV/ DIGITAL DEVICE FA - FIRE ALARM INTERFACE EV - ELEVATOR HV - HVAC INTERFACE

(XX)IP PAGING SPEAKERS/DISPLAY DESIGNATED AS FOLLOWS(ADVANCED NETWORK DEVICE MODELS:

*S1 - IP SPEAKER CEILING MOUNTED (SQUARE 2X2) - IPSCM

*S2 - WALL MOUNT WITH DISPLAY - IPSWD-SM-P (CUSTOMPART NUMBER FOR BISD - INCLUDES AND PIA-2 TO BEADDED DURING INSTALLATION)

*L - LOCAL SPEAKER FOR AV.

S

OUTLET INSTALLATION LOCATION

WALL FLOOR CEILING

OUTLET INSTALLATION TYPE: (XX)

XXXX XX

XX

TECHNOLOGY PLAN GENERAL NOTES

1. ALL DIMENSIONS SHOWN ON THESE DRAWINGS ARE INTENDED TO PROVIDE A GENERALLOCATION AS REQUESTED BY THE OWNER. THE ELECTRICAL CONTRACTOR WILL BERESPONSIBLE FOR CONFIRMING ALL DIMENSIONS PRIOR TO ROUGH-IN AND IMMEDIATELYREPORT ANY CONFLICTS WITH OUTLET PLACEMENT TO THE GENERAL CONTRACTOR.

2. ALL CABLE BUNDLES SHALL BE SUPPORTED EVERY 48"-60" OC WITH A J-HOOK OR OTHERAPPROVED PATHWAY DEVICE. REFERENCE DIV 27 SPECIFICATIONS AND DETAILS FORADDITIONAL CABLING PATHWAY INSTALLATION REQUIREMENTS. CONTRACTORS INVIOLATION WILL BE REQUIRED TO REPLACE THE AFFECTED CABLE AT THEIR EXPENSE.

3. TIE WRAPS ARE NOT PERMITTED AT ANY TIME ON THIS INSTALLATION. ALL CABLE ROUGH-INAND DRESS-OUT WILL BE WITH VELCRO ONLY. VELCRO WILL BE RATED TO MATCH CABLINGRATING FOR PLENUM AND RISER ENVIRONMENTS. ALL CABLE BUNDLES WITH TIE WRAPSSHALL BE IMMEDIATELY REPLACED AT THE CONTRACTOR'S EXPENSE.

4. DO NOT INSTALL ANY CABLES IN ANY CONDUIT SLEEVE, STUB UP, OR WALL CAP WITHOUT APROTECTIVE BUSHING. CABLES PULLED INTO UNPROTECTED CONDUITS WILL BE REPLACEDAT THE CONTRACTOR'S EXPENSE. DO NOT INSTALL ANY CABLING INTO ANY CONDUIT THATHAS NOT BEEN CONFIRMED TO BE BLOWN CLEAR. COORDINATE WITH THE ELECTRICALPRIOR TO ROUGH IN OF ANY CABLING.

5. ANY CABLING FOUND PAINTED DURING THE CONSTRUCTION PROCESS WILL BE REPLACEDAT CONTRACTOR'S EXPENSE. DIV 27 CONTRACTOR WILL COORDINATE WITH THE GENERALCONTRACTOR AND PAINTER TO AVOID CONFLICTS.

6. IT IS THE RESPONSIBILITY OF THE BIDDING CONTRACTORS TO REFERENCE BOTH THEPROJECT DRAWINGS AND THE PROJECT SPECIFICATIONS. TOGETHER THEY FORM THECOMPLETE CONTRACT DOCUMENTS. PLEASE REFER TO THE PROJECT SPECIFICATIONS FORALL MATERIALS, EQUIPMENT AND COMPONENTS NOT INDICATED ON THE DRAWING SET.

7. ALL TELECOMMUNICATIONS SYSTEMS EQUIPMENT AND MOUNTING LOCATIONS SHALL BE INCOMPLIANCE WITH ADA STANDARDS.

8. ALL DATA CABLES ARE TO BE INSTALLED WITH A MINIMUM OF 12 INCHES OF SEPARATIONFROM AC POWER CABLES, INTERCOM, FIRE ALARM, SECURITY CABLES IN ANY PARALLELOPEN WIRE RUN.

9. ALL CABLING SHALL CROSS OTHER SYSTEM CABLES AT A 90 DEGREE ANGLE.

10. CONTRACTOR TO PROVIDE LIGHTNING PROTECTION ON ALL COMMUNICATION CABLEENTERING OR LEAVING BUILDINGS.

11. CONTRACTOR SHALL PROVIDE AND INSTALL ALL SLEEVES REQUIRED TO INSTALLCOMMUNICATION CABLING THROUGH RATED WALLS. ALL TECHNOLOGY SYSTEM CONDUITSLEEVES SHALL HAVE PROTECTIVE BUSHINGS ON BOTH ENDS, BE DEDICATED FORTECHNOLOGY SYSTEMS ONLY AND SHALL NOT SHARE WITH OTHER BUILDING TRADES.

12. CONTRACTOR SHALL MAINTAIN WALL RATING WITH PROPER FIRE PROOFING METHODS.

13. CONTRACTOR SHALL ROUTE ALL FIBER/VOICE/DATA AND CATV CABLING DOWN MAINCORRIDORS AND PERPENDICULAR OR PARALLEL TO BUILDING WALLS AND ENTER INTO ALLROOMS ABOVE THE MAIN DOORWAY, WHENEVER POSSIBLE.

14. ALL CABLING SHALL BE PROPERLY SUPPORTED FROM ACCEPTABLE SUPPORT SYSTEMS ASDETAILED IN SPECIFICATIONS. NO CABLING SHALL BE ROUTED AND TIED DIRECTLY TOBUILDING STEEL, CEILING GRID SUPPORT, CONDUIT, PIPING, OR DUCTWORK. ALL CABLINGSHALL BE ROUTED IN DEDICATED CABLE SUPPORT SYSTEM ONLY.

15. CONTRACTOR TO PROVIDE ALL REQUIRED CABLING TO CONNECT THE FIRE ALARM SYSTEM,BUILDING AUTOMATION SYSTEM, AND THE SECURITY SYSTEM TO BUILDINGS MDF.COORDINATE REQUIREMENTS WITH SYSTEM CONTRACTORS.

16. ELECTRICAL CONTRACTOR TO PROVIDE AND INSTALL (1) 3-GANG BACK BOX WITH (2) 1.25"CONDUITS STUBBED OUT TO THE NEAREST PLENUM CEILING FOR ALL 'PS' OUTLETS SHOWNON THE ENTIRE PROJECT.

17. ALL CABLING SHALL BE INSTALLED IN CONDUIT. CONDUIT SHALL BE INSTALLED BY THEELECTRICAL CONTRACTOR AND SHALL BE PROPERLY SIZED TO MAINTAIN THE 40% FILLRATIO. CONDUIT MAY BE PAINTED TO MATCH CEILING COLOR AS DIRECTED BY THECONTRACT DOCUMENT.

1. RELOCATE CAMERA(S) AS REQUIRED. COORDINATE FINAL FIELD OF VIEW WITH BISDTECHNOLOGY.

2. RE-USE EXISTING CARD READER. REINSTALL AT NEW DOOR. CONNECT AND TEST.

KEYNOTES:

CLASSROOM IA246

CLASSROOM IIA245

CLASSROOM IIIA244

SCIENCE LABA243

CLASSROOMA242

ADMINISTRATIONA247

ADMINISTRATIONA248

CUSTODIAL OFFICEA249

SCHOOLSTOREA250 COLLABORATION

SPACE

COLLABORATIONSPACECOLLABORATION

SPACE

PREP AREA

SAP

V

SL L

D2PS

PS D2

SS1

SS2

D2 D2 D2 D2 D2 D2 D2 D2 D2TV

APAPAP

CR

1

2

+48PS+18

CLASSROOMCLASSROOM

Classroom

Store Prep RoomStorage

Gallery

Gallery

Storage

Custodial Office

CLASSROOMD.05 D.05 D.05

CORRIDORCORRIDOR

SCALE:3 TECHNOLOGY GENERAL NOTESNTS

INIT

'LS

SCALE:1 TECHNOLOGY DEMOLITION FLOOR PLAN - ECHS1/8" = 1'-0"

TS1.01

TECHNOLOGYFLOOR PLAN14001 Dallas Parkway

Suite 400Dallas, TX 75240972-233-1323 P972-233-1373 FTX Firm: F-3709

PBK.com

DONALD C. RICHARDS

61525L I C E N S E D

PROFESS IONAL ENGIN

EER

STATE OF TEXAS

TX Firm: F-18672214-442-5808 P

12/19/18

Other

Architect

ARCHITECT PBK | IN2 Architecture

KEY PLAN

DATE

PROJECT NUMBER

CLIENT

REVISIONS

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.comin2arch.com

DRAW

N BY

:C

HEC

KED

BY:

TRUENORTH

BIRD

VILL

E ISD

COL

LEGI

ATE A

CADE

MY

RENO

VATIO

N55

01 H

ALTO

M R

D.

HALT

OM

CITY

, TX

7613

7

12/19/201818354

BIRDVILLE ISD

No. Description Date

INIT

'LS

SCALE:2 TECHNOLOGY RENOVATION FLOOR PLAN - ECHS1/8" = 1'-0"

1.

2.

1. BUILDING CODE 2015 INTERNATIONAL BUILDING CODE (IBC) / ASCE/SEI 7-05 WITHLOCAL AMENDMENTS

2. GRAVITY LOADS & DESIGN DATAA. DEAD LOADS

1. ROOF SELF-WEIGHT + 25 PSF COLLATERAL2. FLOOR SELF-WEIGHT + 15 PSF COLLATERAL

B. LIVE LOADS UNIFORM CONCENTRATED1. ROOF 20 PSF (REDUCIBLE OR UNRED...) 300 LBS2. FLOOR 40 PSF (REDUCIBLE) 2,000 LBS

+20 PSF PARTITIONS

3. STORAGE 125 PSF (UNREDUCIBLE) --------------

4. STAIRS & EXIT WAYS 100 PSF (UNREDUCIBLE) 300 LBS

3. DEFLECTION LIMITS

B. FLOOR MEMBERSLIVE LOAD MAXIMUM ALLOWABLE DEFLECTION L/360

TOTAL LOAD MAXIMUM ALLOWABLE DEFLECTION L/240

DESIGN LOADS & DESIGN DATA

ABBREVIATION LEGENDABBR DEFINITION ABBR DEFINITION

AB ANCHOR BOLT

ACI AMERICAN CONCRETE INSTITUTE

AFF ABOVE FINISHED FLOOR

AISC AMERICAN INSTITUTE OF STEELCONSTRUCTION

AISI AMERICAN IRON AND STEEL INSTITUTE

ARCH ARCHITECTURAL

ASCE AMERICAN SOCIETY OF CIVIL ENGINEERS

ASTM AMERICAN SOCIETY FOR TESTING ANDMATERIALS

AWS AMERICAN WELDING SOCIETY

BFF BELOW FINISHED FLOOR

BL BLOCK LINTEL

BO BOTTOM OF

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE PLATE

BRG BEARING

CGS CENTROID OF TENDONS

CIP CAST IN PLACE

CJ CONSTRUCTION JOINT

CL CENTER LINE

CJP COMPLETE JOINT PENETRATION

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONN CONNECTION

CONC CONCRETE

CONST CONSTRUCTION

CONT CONTINUOUS

CRSI CONCRETE REINFORCING STEEL INSTITUTE

DIA DIAMETER

DBA DOWEL BAR ANCHOR

DL DEAD LOADS

EA EACH

EDC ELECTRICAL DISTRIBUTION CENTER

EIFS EXTERIOR INSULATION AND FINISH SYSTEM

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

EQ EQUAL

EQUIV EQUIVALENT

EW EACH WAY

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

FDN FOUNDATION

FF FINISHED FLOOR

FM FACTORY MUTUAL

FRP FIBER REINFORCED PLASTIC

FS FAR SIDE

FTG FOOTING

FV FIELD VERIFY

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GYP BD GYPSUM BOARD

H HEIGHT

HORIZ HORIZONTAL

HSA HEADED STUD ANCHOR

IBC INTERNATIONAL BUILDING CODE

INFO INFORMATION

INT INTERIOR

ISO ISOLATION

JBE JOIST BEARING ELEVATION

JST JOIST

JT JOINT

KIP 1000 POUNDS

KSI KIPS PER SQUARE INCH

L LENGTH

Ld TENSION DEVELOPMENT LENGTH ASSHOWN IN REINFORCING LAP SCHEDULE

LB POUNDS

LL LIVE LOAD

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LOC LOCATION

LONG LONGITUDINAL

PT POST-TENSIONING INSTITUTE

PE PROFESSIONAL ENGINEER

PEMB PRE-ENGINEERED METALBUILDING

PENTR PENETRATION

PL PLATE

PLAM PLASTIC LAMINATE

PLF POUNDS PER LINEAR FOOT

PP PARTIAL PENETRATION

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT POST-TENSIONING

QTY QUANTITY

RAF RAISED ACCESS FLOOR

REF REFER TO

REINF REINFORCING

REQD REQUIRED

REV REVERSE

RO ROUGH OPENING

RTU ROOF TOP UNIT

SCHED SCHEDULE

SE STRUCTURAL ENGINEER

SHT SHEET

SIM SIMILAR

SJI STEEL JOIST INSTITUTE

SOG SLAB ON GRADE

SPECS SPECIFICATIONS

STAG STAGGERED

STIFF STIFFENER

STL STEEL

STRUC STRUCTURAL

T&B TOP AND BOTTOM

TB TOP OF BEAM

TC TRANSFER COLUMN

THK THICKNESS

TO TOP OF

TOC TOP OF CONCRETE

TOF TOP OF FOOTING

TOGB TOP OF GRADE BEAM

TOM TOP OF MASONRY

TOP TOP OF PAVING

TOS TOP OF STEEL

TOSC TOP OF STRUCTURAL CONCRETE

TOW TOP OF WALL

TRANS TRANSVERSE

T&S TEMPERATURE AND SHRINKAGE

TYP TYPICAL

UL UNDERWRITERS LABORATORIES

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

W WIDTH

WP WORK POINT

WWF WELDED WIRE FABRIC

LSH LONG SIDE HORIZONTAL

LSV LONG SIDE VERTICAL

LWC LIGHT WEIGHT CONCRETE

MAX MAXIMUM

MC MOMENT CONNECTION

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MTL METAL

NIC NOT IN CONTRACT

NO NUMBER

NS NEAR SIDE

NTS NOT TO SCALE

NWC NORMAL WEIGHT CONCRETE(150 PCF)

OC ON CENTER

OD OUTSIDE DIAMETER

OH OPPOSITE HAND

PAF POWDER ACTUATED FASTENER

PCF POUNDS PER CUBIC FOOT

PCI PRECAST AND PRESTRESSEDCONCRETE INSTITUTE

BTWN BETWEEN

BM BEAM

EF EACH FACE

GR GRADE

SYMBOLS LEGENDTOS EL115'-0" LEVEL ELEVATION

EL115'-0" SPOT ELEVATION

4S3.10

DETAIL / SECTION REFERENCE CUTDETAIL / SECTIONDESIGNATION

4S3.10 PARTIAL PLAN OR PLAN

DETAIL REFERENCE

VERTICAL BRACE

1S-201

VERTICAL BRACE, SHEARWALLOR TRUSS ELEVATION REFERENCE

LOAD BEARING CMU WALL AND/OR SHEARWALL

LOAD BEARING CONC WALL AND/OR SHEARWALL

MATCHLINE

W14X22 (20) C=3/4"[-6"]

STEEL BEAM KEY

STL BEAM SIZE

NUMBER OF HEADED SHEAR STUDS (IF REQ'D)

BEAM CAMBER (INCHES) (IF REQ'D)

MOMENT CONNECTION

STEEL COLUMN

STEEL BEAM

DENOTES MOMENT CONNECTION(REF TYPICAL STEEL DETAILS FOR MOMENT CONN REQUIREMENTS)

SLOPE IN STRUCTURE, DROP IN STRUCTURE, RIDGES AND VALLEYS

MEP EQUIPMENTRTU-1

15K 15K

H=15K

HORIZONTAL COLLECTOR / DRAGFORCE IN KIPS ONBOTH SIDES OF COLUMN (IF REQ'D)

COLLECTOR / DRAG CONNECTION (IF REQ'D)

VERT BEAM REACTION IN KIPS

UNIT DESIGNATION PER MEP DRAWINGSREF SCHED FOR FULL OPERATING WEIGHT

DDCJ XXX / YYY / ZZZ

*FACTORED POSTCOMPOSITE DEAD LOAD

*FACTOREDTOTAL LOAD

*FACTORED POST COMPOSITELIVE LOAD

JOIST DEPTH

*NOTE: ALL JOIST GIRDER POINT LOADS HOWEVER ARE SERVICE LEVEL.

COMPOSITE JOIST (CJ) KEY

TO BEAM IFDIFFERENT FROM REFERENCE EL

CONCRETE MIX:

CM1 CONCRETE SPECIFICATIONS SHALL BE AS FOLLOWS:

CM2 CHANGING MATERIAL PROPORTIONS, PROPERTIES, SOURCES, COMBINATIONS, ADDITIONS OR ANYTHING WHICH IS A CHANGE IN THE APPROVED MIX DESIGN REQUIRES A NEW MIX DESIGN SUBMITTAL.

CM3 CONCRETE SLUMPS INDICATED ABOVE ARE AFTER THE ADDITION OF WATER-REDUCING ADMIXTURES OR PLASTICIZERS. SLUMP AT THE POINT OF PLACEMENT SHALL NOT EXCEED AMOUNT SPECIFIED. DO NOT PLACE CONCRETE WITH SLUMP AND TEMPERATURE OUTSIDE THE LIMITS PROVIDED ON THE APPROVED MIX DESIGNS. USE OF CHLORIDES IN ANY ADMIXTURE IS NOT PERMITTED.

CM4 PORTLAND CEMENT SHALL CONFORM TO ASTM C150, OF TYPES NOTED IN THE SCHEDULE(MASS CONCRETE SHALL ONLY BE TYPE II CEMENT). NORMAL WEIGHT AGGREGATE SHALL CONFORM TO ASTM C33. ALL AGGREGATE SHALL BE FROM A SINGLE SOURCE.

CM5 FLY ASH IS ALLOWED UP TO THE MAXIMUM PERCENTAGE LISTED ABOVE. THE WEIGHT OF THE FLY ASH SHALL BE ADDED TO THEWEIGHT OF THE CEMENT IN THE CALCULATION OF THE WATER CEMENT RATIO. THE CONTRACTOR SHALL CONFIRM IN THE MIXDESIGN SUBMITTAL, THAT THE USE OF FLY ASH WILL NOT INTERFERE WITH THE PERFORMANCE OF OTHER PRODUCTS ANDMATERIALS THAT WILL BE IN CONTACT WITH THE CONCRETE.

CM6 AIR ENTRAINMENT IS REQUIRED ONLY IN HARD ROCK CONCRETE PERMANENTLY EXPOSED TO WEATHER CONDITIONS. WHERE LIGHTWEIGHT CONCRETE IS SPECIFIED, AIR ENTRAINMENT IS REQUIRED FOR ALL EXPOSURE CONDITIONS. PERCENT AIR ENTRAINMENT LISTED IS PLUS/MINUS 1.5 %. DO NOT AIR-ENTRAIN INTERIOR FLOOR SLABS THAT RECEIVE HARD TROWEL FINISH.

CM7 SHRINKAGE LIMIT FOR CONCRETE USED IN ELEVATED SLABS AND BEAMS SHALL BE 0.045% AT 28 DAYS MEASURED IN ACCORDANCE WITH ASTM C157. SUBMIT LABORATORY TEST RESULTS TO THE ENGINEER PRIOR TO CONSTRUCTION.

CM8 NON CHLORIDE ACCELERATING ADMIXTURE MAY BE USED IN CONCRETE SLABS PLACED AT AMBIENT TEMPERATURES BELOW 50 DEGREES FAHRENHEIT AT CONTRACTOR'S OPTION.

CM9 DO NOT PLACE CONCRETE WITH SLUMP AND TEMPERATURE OUTSIDE THE LIMITS PROVIDED ON THE APPROVED MIX DESIGNS.

CM10 CONTRACTOR MUST SUBMIT THE MIX DESIGN SUBMITTALS TO THE PROJECT'S TESTING LABORATORY PRIOR TO SUBMITTING TO THE ARCHITECT AND/OR STRUCTURAL ENGINEER. A SUBMITTAL WITHOUT TESTING LABORATORY'S APPROVAL WILL BE REJECTED.

STRUCTURAL STEEL FRAMING:

SS1 ALL STRUCTURAL STEEL SHALL MEET THE FOLLOWING MINIMUM YIELD STRENGTHS AND ASTM SPECIFICATIONS:

SS3 BOLTS FOR STEEL BEAM AND COLUMN CONNECTIONS SHALL BE 3/4" DIAMETER ASTM A 325-N HIGH-STRENGTH BOLTS, UNO. ALL BOLTED CONNECTIONS ARE BEARING TYPE. ALL BOLTS SHALL BE TIGHTENED SNUG TIGHT, UNO. ALL THE NUTS AND BOLTS (INCLUDING ANCHOR BOLTS) USED IN THE CRAWL SPACE AND BELOW COOLING TOWER SUPPORTS SHALL BE HOT DIP GALVANIZED.

SS4 WELDING SHALL MEET ANSI/AWS D1.1 STRUCTURAL WELDING CODE. ELECTRODES SHALL BE 70 KSI LOW HYDROGEN.

SS8 ALL STRUCTURAL STEEL, EXCEPT EMBEDDED ITEMS, SHALL BE PAINTED WITH ONE SHOP COAT OF RUST INHIBITIVE PAINT. DO NOT PAINT TOP FLANGE OF COMPOSITE STEEL BEAMS OR SURFACE OF COLUMNS TO WHICH SHEAR STUD CONNECTORS WILL BE WELDED.

SS9 STRUCTURAL DRAWINGS SHALL NOT BE REPRODUCED IN WHOLE OR IN PART FOR SHOP DRAWING SUBMITTALS, ALSO SEE SD4.

SS10 UNLESS OTHERWISE NOTED, ALL MOMENT CONNECTIONS SHALL BE MADE WITH FULL PENETRATION WELDS AND SHALL BE DESIGNED TO DEVELOP THE FULL CAPACITY OF THE MEMBER.

SS11 WHERE STIFFENER PLATES ARE SHOWN IN THE DRAWINGS, THEY ARE REQUIRED AND MUST BE PROVIDED AS SHOWN.

SS12 TEMPORARY SUPPORTS, BRACES, FALSE WORK, SHORES, CRIBBING OR OTHER SUPPORTS REQUIRED DURING ERECTION TO KEEP STRUCTURAL STEEL SECURE, SUPPORTED, PLUMB, AND IN ALIGNMENT SHALL BE DESIGNED, FURNISHED AND INSTALLED BY THE CONTRACTOR AND STEEL ERECTOR. THESE TEMPORARY SUPPORTS SHALL SECURE THE STRUCTURAL STEEL FRAMING, OR ANY PARTLY ASSEMBLED STEEL FRAMING, AGAINST ALL LATERAL AND VERTICAL LOADS, INCLUDING BUT NOT LIMITED TO THOSE RESULTING FROM WIND, SEISMIC, ERECTION OPERATIONS AND THE WEIGHT OF THE STRUCTURE AND SUPPORTED ELEMENTS. ALL TEMPORARY SUPPORTS SHALL REMAIN IN PLACE DURING CONSTRUCTION UNTIL THE PERMANENT STRUCTURAL STEEL, CONNECTIONS, FLOOR DECKS AND BRACING ELEMENTS SHOWN IN THE DRAWINGS ARE COMPLETE.

SS13 ALL STRUCTURAL STEEL AND CONNECTIONS EXPOSED TO WEATHER SHALL BE HOT DIP GALVANIZED G-90 COATING. ANY DAMAGE TO THEGALVANIC MATERIAL DURING WELDING SHALL BE TOUCHED UP WITH GALVANIZING REPAIR PAINT: HIGH-ZINC-DUST-CONTENT PAINT FOR REGALVANIZING WELDS AND REPAIR PAINTING GALVANIZED STEEL, WITH DRY FILM CONTAINING NOT LESS THAN 93 PERCENT ZINC DUST BY WEIGHT, AND COMPLYING WITH DOD-P-21035A OR SSPC-PAINT 20.

SS14 WHERE FILLET WELD SIZE IS NOT SHOWN ON A DETAIL, ITS SIZE SHALL BE ASSUMED TO BE THE PLATE THICKNESS OF THE THINNEST PIECE MINUS 1/16", BUT IN NO CASE SHALL THE FILLET WELD BE LESS THAN 3/16" UNLESS NOTED OTHERWISE.

SS16 WELDING: ALL WELDING SHALL BE PERFORMED BY WELDERS CERTIFIED FOR THE WELDS TO BE MADE; SEE SPECIFICATIONS FOR WELDING PROCESS TO BE USED. WELDING OF REINFORCING STEEL FOR USE IN STRUCTURAL CONCRETE OR STRUCTURAL MASONRY SHALL BE PERMITTED ONLY WHERE SPECIFICALLY DESIGNATED ON THESE PLANS OR WHERE SPECIFICALLY APPROVED BY THE ENGINEER.

SS18 LEDGER ANGLE FOR FASCIA BRICK SUPPORT SHALL BE INSTALLED SUCH THAT THE SWEEP OR CAMBER DOES NOT EXCEED 1/8 INCH DEVIATION FROM STRAIGHT LINE.

STATEMENT OF SPECIAL INSPECTIONS:

SI1 THIS STATEMENT OF SPECIAL INSPECTIONS IS SUBMITTED IN ACCORDANCE WITH THE SPECIAL INSPECTION AND STRUCTURAL TESTING REQUIREMENTS OF THE BUILDING CODE WITH LOCAL AMENDMENTS. IT INCLUDES A SCHEDULE OF SPECIAL INSPECTIONS SERVICES APPLICABLE TO THIS PROJECT.

SI2 THE OWNER SHALL EMPLOY ONE OR MORE QUALIFIED SPECIAL INSPECTORS, APPROVED BY THE BUILDING OFFICIAL, TO PERFORM SPECIAL INSPECTIONS AND TESTS DURING CONSTRUCTION IN ACCORDANCE WITH BUILDING CODE. SPECIAL INSPECTORS SHALL PERFORM ALL DUTIES AND RESPONSIBILITIES AS REQUIRED BY THE BUILDING CODE. JOB SITE VISITS BY THE STRUCTURAL ENGINEER DO NOT CONSTITUTE AND ARE NOT A SUBSTITUTE FOR SPECIAL INSPECTIONS. ALL INSPECTORS SHALL BE QUALIFIED BY TRAINING AND EXPERIENCE FOR THE REQUIRED INSPECTIONS AND TEST PROCEDURES.

SI3 THE SPECIAL INSPECTOR SHALL KEEP RECORDS OF ALL SPECIAL INSPECTIONS AND TESTS AND SHALL SUBMIT REPORTS OF INSPECTIONS AND TESTS TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. REPORTS SHALL INDICATED THAT WORK INSPECTED OR TESTED WAS OR WAS NOT COMPLETED IN CONFORMANCE TO APPROVED CONSTRUCTION DOCUMENTS. DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE BUILDING OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE PRIOR TO COMPLETION OF THAT PHASE OF THE WORK. INTERIM TESTING AND INSPECTION REPORTS SHALL BE SUBMITTED ON A DAILY BASIS TO THE BUILDING OFFICIAL AND THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE. A FINAL REPORT DOCUMENTING THE REQUIRED SPECIAL INSPECTIONS AND TESTS, AND CORRECTION OF ANY DISCREPANCIES NOTED IN THE INSPECTIONS OR TESTS, SHALL BE SUBMITTED AT A POINT IN TIME AGREED UPON PRIOR TO THE START OF WORK BY THE OWNER OR THE OWNER'S AUTHORIZED AGENT TO THE BUILDING OFFICIAL.

SI4 IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO ENSURE THE REQUIRED SPECIAL INSPECTIONS AND TESTS ARE PERFORMED IN ACCORDANCE WITH THE BUILDING CODE AND CONSTRUCTION DOCUMENTS. THE SPECIAL INSPECTION PROGRAM DOES NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY TO COMPLY WITH THE CONTRACT DOCUMENTS. JOB SITE SAFETY AND MEANS AND METHODS OF CONSTRUCTION ARE SOLELY THE RESPONSIBILITY OF THE CONTRACTOR.

SI5 ARCHITECTURAL, MECHANICAL AND ELECTRICAL COMPONENTS REQUIRING SPECIAL INSPECTIONS AND TESTING PER THE BUILDING CODE ARE NOT LISTED HERE. REFER TO ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS AND SPECIFICATIONS FOR SPECIAL INSPECTION REQUIREMENTS FOR THESE COMPONENTS.

SI6 THE FOLLOWING SPECIAL INSPECTIONS AND TESTS SCHEDULE CONTAINS A LIST OF THE MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TO HAVE SPECIAL INSPECTIONS AND/OR TESTS BY THE SPECIAL INSPECTOR RESPONSIBLE FOR EACH PORTION OF THE WORK. REFER TO THE GENERAL NOTES AND PROJECT SPECIFICATIONS FOR ADDITIONAL INSPECTION AND TESTING REQUIREMENTS. WHERE CONFLICTS OCCUR, THE MOST STRINGENT REQUIREMENT SHALL CONTROL.

GENERAL:

G1 CODE: CONSTRUCTION SHALL CONFORM TO THE PROVISIONS OF THE INTERNATIONAL BUILDING CODE OF LATEST ADOPTION AND ALL STANDARDS REFERENCED THEREIN IN THEIR ENTIRETY, WITH ALL LOCALLY ADOPTED AMENDMENTS, REFERENCED THEREIN.

G2 MEANS AND METHODS: THE DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY DO NOT INDICATE THE MEANS AND METHODS OF CONSTRUCTION UNLESS SO STATED OR NOTED. THE CONTRACTOR IS RESPONSIBLE FOR ALL MEANS AND METHODS RELATING TO THE SPECIFIC STRUCTURAL ERECTION ITEMS ADDRESSED IN THE LATEST OSHA REGULATIONS.

G3 GENERAL DETAILS AND NOTES ON THESE SHEETS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. CONSTRUCTION DETAILS NOT FULLY SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK OR CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, REGULATION AND SAFETY REQUIREMENTS.

G4 UNLESS ACCOMPANIED BY A FORMAL CHANGE ORDER, RESPONSES TO QUESTIONS AND RFI'S, COMMENTS MADE DURING THE REVIEW OF SUBMITTALS, AND DIRECTIVES PROVIDED IN ANY FORM, BY THE ENGINEER TO THE CONTRACTOR DURING THE CONSTRUCTION PROCESS ARE INTENDED TO BE CLARIFICATIONS OF THE CONTRACT DOCUMENTS OR CORRECTIONS TO THE PERCEIVED INTERPRETATION OF THE INTENT OF CONTRACT DOCUMENTS BY THE CONTRACTOR. SUCH CLARIFICATIONS AND CORRECTIONS ARE NOT INTENDED TO REPRESENT A CHANGE IN COST OF THE PROJECT TO THE OWNER AND ARE CONSIDERED TO BE INFERABLE FROM THE CONTENT OF THE CONTRACT DRAWINGS OR CONSISTENT WITH INDUSTRY STANDARDS OF CONSTRUCTION. IF THE CONTRACTOR DETERMINES THAT SUCH CLARIFICATIONS AND CORRECTIONS HAVE AN IMPACT ON THE COST OF THE PROJECT TO THE OWNER, THE CONTRACTOR SHALL SUBMIT A CHANGE ORDER REQUEST WITH DETAILED PRICING INFORMATION TO THE ARCHITECT BEFORE PURCHASING, DETAILING, FABRICATING OR INSTALLING ANY COMPONENT RELATED TO SUCH CLARIFICATIONS AND CORRECTIONS.

G5 DISCREPANCIES: THE CONTRACTOR SHALL INFORM THE ENGINEER IN WRITING OF ANY DISCREPANCIES OR OMISSIONS NOTED ON THE DRAWINGS OR IN THE SPECIFICATIONS. UPON RECEIPT OF SUCH INFORMATION, THE ENGINEER WILL SEND WRITTEN INSTRUCTIONS TO ALL CONCERNED. ANY SUCH DISCREPANCY, OMISSION, OR VARIATION NOT REPORTED SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR, AND WORK SHALL BE PERFORMED IN A MANNER AS DIRECTED BY THE ENGINEER.

G6 SHORING: IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, AND FORMWORK, AS REQUIRED FOR THE PROTECTION OF LIFE AND PROPERTY DURING THE CONSTRUCTION OF THIS BUILDING. EXCESS LOAD CAPACITY OF SLAB SHALL NOT EXCEED LOADS EQUIVALENT TO THE DESIGN SUPERIMPOSED LOADS LESS CONSTRUCTION DEAD AND LIVE LOADS. DESIGN SUPERIMPOSED LOADS INCLUDE LIVE LOAD, PARTITION LOAD, AND ANY OTHER LOAD NOT IN PLACE AT THE TIME OF SHORING. FLOORS ARE NOT DESIGNED TO SUPPORT FORMWORK AND WET CONCRETE WEIGHT OF NEXT LEVEL. CONTRACTOR SHALL DESIGN AND PROVIDE RE-SHORING TO PREVENT OVERSTRESSING THE STRUCTURE.

G7 OTHER TRADES: IT IS NOT THE INTENT THAT THE STRUCTURAL DRAWINGS BE VIEWED AS STAND ALONE DRAWINGS WITH RESPECT TO PROJECT DIMENSIONS OR ANY OTHER COMPONENT OF THE CONSTRUCTION THAT CAN AND MAY BE IDENTIFIED IN OTHER PARTS OF THE CONTRACT DOCUMENTS. IT REQUIRES THE ENTIRE SET OF CONTRACT DOCUMENTS TO PROPERLY CONSTRUCT THE STRUCTURE AS WELL AS OTHER COMPONENTS OF THE BUILDING. ANCHORS REQUIRED FOR ANCHORING MEP EQUIPMENT AND / OR PIPING ARE NOT SHOWN ON THESE DRAWINGS. THE CONTRACTOR SHALL DETERMINE AND COORDINATE REQUIREMENTS FROM OTHER DISCIPLINES AND SHALL PROVIDE APPROPRIATE ALLOWANCES INTO THE BID. IT IS THE CONTRACTOR’S RESPONSIBILITY TO ASSEMBLE AND COORDINATE THE REQUIREMENTS OF ALL COMPONENTS OF THE CONTRACT DOCUMENTS IN ORDER TO PROPERLY IMPLEMENT THE REQUIREMENTS OF THE CONTRACT. SEE ARCHITECTURAL, ELECTRICAL, AND MECHANICAL DRAWINGS FOR SIZE AND LOCATION OF PIPES, VENTS, CHASES, DUCTS AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE STRUCTURAL DRAWINGS. ALL DIMENSIONS ARE TO BE CHECKED AND VERIFIED WITH THE ARCHITECTURAL DRAWINGS.

G8 BRACING: THESE DRAWINGS ILLUSTRATE THE PRIMARY STRUCTURAL FRAME IN ITS COMPLETED FORM. TEMPORARY BRACING, PROPERLY DESIGNED UNDER THE SUPERVISION OF A LICENSED STRUCTURAL ENGINEER, SHALL BE PROVIDED AS REQUIRED TO HOLD ALL COMPONENTS OF THE STRUCTURE IN PLACE UNTIL FINAL SUPPORT IS SECURELY ANCHORED.

G9 INSPECTIONS: ANY INSPECTIONS, SPECIAL OR OTHERWISE, THAT ARE REQUIRED BY THE BUILDING CODES, LOCAL BUILDING DEPARTMENTS, OR THESE PLANS, SHALL BE DONE BY AN INDEPENDENT INSPECTION COMPANY. JOB SITE VISITS BY THE ENGINEER DO NOT CONSTITUTE, OR SUBSTITUTE, INSPECTIONS UNLESS SPECIFICALLY CONTRACTED FOR.

G10 SUBSTITUTIONS & DEVIATIONS: PROPOSED SUBSTITUTION OF MATERIALS, PRODUCTS OR DETAILS DEPICTED IN THE CONTRACT DOCUMENTS SHALL BE SUBMITTED ONLY DURING THE BIDDING PERIOD. AFTER BIDS ARE ACCEPTED, NOTICE IN WRITING OF ANY PROPOSED SUBSTITUTIONS OR ANY PROPOSED DEVIATIONS TO THE STRUCTURE AS REQUIRED BY THESE DOCUMENTS SHALL BE SUBMITTED WITH BACKUP DATA IDENTIFYING THE REASON FOR THE PROPOSED SUBSTITUTION OR DEVIATION. FOR PROPOSED SUBSTITUTIONS OF PRODUCTS, THE BACKUP DATA SHALL INCLUDE CURRENT I.C.B.O. REPORT. THE PROPOSED SUBSTITUTIONS SHALL BE CONSIDERED AFTER ACCEPTANCE OF BIDS, ONLY WHEN THEY ARE SUBMITTED WITH DOCUMENTED SAVINGS TO BE DEDUCTED FROM THE PROJECT CONTRACT AMOUNT. MATERIALS OR PRODUCTS THAT DO NOT HAVE AN I.C.B.O. REPORT, WILL NOT BE CONSIDERED FOR SUBSTITUTIONS.

G11 SEE ARCHITECTURAL DRAWINGS FOR ELEVATIONS NOT SHOWN AND FOR EXACT LOCATIONS OF ALL SLAB DEPRESSIONS. THE CONTRACTOR SHALL COMPARE THE STRUCTURAL SECTIONS WITH THE ARCHITECTURAL SECTIONS AND REPORT ANY DISCREPANCY TO THE ARCHITECT PRIOR TO FABRICATING OR INSTALLING STRUCTURAL MEMBERS.

G12 THE CONTRACTOR SHALL ENSURE THAT CONSTRUCTION MATERIALS WHOSE WEIGHT EXCEEDS THE DESIGN LIVE LOADS INDICATED ON THE STRUCTURAL DRAWINGS ARE NOT STORED ON STRUCTURALLY SUPPORTED FLOOR OR ROOF FRAMING.

G13 THE DRAWINGS IN THE STRUCTURAL DOCUMENTS ARE NOT TO BE SCALED FOR ANY PURPOSE, INCLUDING THE DETERMINATION OF QUANTITIES AND THE FIT UP OF MATERIALS.

G14 IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO OBTAIN ALL CONTRACT DOCUMENTS AND LATEST ADDENDA AND TO SUBMIT SUCH DOCUMENTS TO ALL SUBCONTRACTORS AND MATERIAL SUPPLIERS PRIOR TO THE SUBMITTAL OF SHOP DRAWINGS, FABRICATION OF ANY STRUCTURAL MEMBERS, AND ERECTION IN THE FIELD.

DEMOLITION:

DE1 EXISTING CONDITIONS: THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS OF THE EXISTING STRUCTURE AT THE JOB SITE AND REPORT ANY DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT AND ENGINEER PRIOR TO DEMOLITION.

DE2 REVIEW RECORD DOCUMENTS OF EXISTING CONSTRUCTION PROVIDED BY THE OWNER. NOTIFY ENGINEER OF ANY DISCREPANCIES.

DE3 SCHEDULE A SITE OBSERVATION TO SURVEY EXISTING CONDITIONS INCLUDING AREAS TO BE DEMOLISHED AND SURROUNDING STRUCTURES AND ROADWAYS TO REMAIN.

DE4 REMOVE STRUCTURAL FRAMING MEMBERS AND LOWER TO GROUND BY METHODS SUITABLE TO AVOID FREE FALL AND TO PREVENT GROUND IMPACT AND EXCESS DUST GENERATION.

DE5 LOCATE EQUIPMENT AND REMOVE DEBRIS AND MATERIALS SO AS NOT TO IMPOSE EXCESSIVE LOADS ON SUPPORTING WALLS, FLOORS, OR FRAMING.

DE6 PROVIDE AND MAINTAIN SHORING, BRACING, AND STRUCTURAL SUPPORTS AS REQUIRED TO PRESERVE STABILITY AND PREVENT MOVEMENT, SETTLEMENT, OR COLLAPSE OF CONSTRUCTION AND FINISHES TO REMAIN, AND TO PREVENT UNEXPECTED OR UNCONTROLLED MOVEMENT OR COLLAPSE OF CONSTRUCTION BEING DEMOLISHED. STRENGTHEN OR ADD NEW SUPPORTS WHEN REQUIRED DURING PROGRESS OF SELECTIVE DEMOLITION.

DE7 PROVIDE TEMPORARY BARRICADES AND OTHER PROTECTION REQUIRED TO PREVENT INJURY TO PEOPLE AND DAMAGE TO ADJACENT STRUCTURES, ROADWAYS, AND FACILITIES TO REMAIN. PROVIDE PROTECTION TO ENSURE SAFE PASSAGE OF PEOPLE AROUND SELECTIVE DEMOLITION AREA AND TO AND FROM OCCUPIED PORTIONS OF STRUCTURE.

EXISTING CONDITIONS:

EX1 EXISTING CONDITIONS: THE GENERAL CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AT THE JOB SITE SITE AND REPORT ANY DISCREPANCIES FROM ASSUMED CONDITIONS SHOWN ON THE DRAWINGS TO THE ARCHITECT AND ENGINEER PRIOR TO THE FABRICATION AND ERECTION OF ANY MEMBER.

EX2 ANY MODIFICATIONS TO THE PLANS AND SPECIFICATIONS THAT ARE NECESSARY AS A RESULT OF FIELD VERIFICATIONS PERFORMEDBY THE CONTRACTOR SHALL BE IMMEDIATELY SUBMITTED TO THE ENGINEER FOR APPROVAL. UPON APPROVAL, THE CONTRACTORSHALL INCORPORATE THESE MODIFICATIONS INTO THE SHOP DRAWINGS PRIOR TO SUBMITTING THEM TO THE ENGINEER.

EX3 THE CONTRACTOR MUST BUILD APPROPRIATE CONTINGENCIES INTO THE PROJECT'S BUDGET AND SCHEDULE TO ACCOUNT FOR MODIFICATIONS TO STRUCTURAL FRAMING THAT MAY BE NECESSARY TO ACCOMMODATE EXISTING CONDITIONS THAT ARE DISCOVERED TO BE DIFFERENT FROM THOSE SHOWN ON THESE PLANS.

EX4 REFER TO THE GEOTECHNICAL REPORT FOR ANY DEWATERING MEASURES NECESSARY FOR NEW CONSTRUCTION TO PROCEED IN DRY CONDITIONS.

SHOP DRAWINGS:

SD1 SHOP DRAWINGS: SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT, AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. IT IS NOT THE INTENT THAT THE STRUCTURAL DRAWINGS BE VIEWED AS DETAILED SHOP OR ERECTION DRAWINGS. VARIOUS DIMENSIONS REQUIRED FOR PROPER FIT-UP OF THE COMPONENTS OF THE STRUCTURE MUST BE DETERMINED FROM THE INFORMATION THAT IS PROVIDED ELSEWHERE IN THE CONTRACT DOCUMENTS. IT IS THE CONTRACTOR’S AND THEIR DETAILER’S OR SUBCONTRACTOR'S RESPONSIBILITY TO ESTABLISH AND TO CALCULATE AND VERIFY THESE DIMENSIONS AS REQUIRED TO ACHIEVE PROPER FIT-UP OF MATERIALS AND TO ACHIEVE COMPLIANCE WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. IT SHALL BE THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS.

SD2 SHOP DRAWING CHECK: SUBMITTALS WHICH DO NOT REFLECT THE CONTRACTOR'S APPROVAL, SIGNATURE AND DATE; OR DO NOT APPEAR TO HAVE BEEN REVIEWED BY THE CONTRACTOR WILL BE RETURNED WITHOUT REVIEW. THE REVIEW OF SHOP DRAWINGS BY THE ENGINEER IS ONLY FOR GENERAL COMPLIANCE WITH THE STRUCTURAL DRAWINGS AND SPECIFICATIONS. THIS REVIEW DOES NOT GUARANTEE IN ANY WAY THAT THE SHOP DRAWINGS ARE CORRECT, COMPLETE, NOR DOES IT INFER THAT THEY SUPERSEDE THE STRUCTURAL DRAWINGS. CORRECTIONS OR COMMENTS MADE (OR NOT MADE) ON THE SHOP DRAWINGS DURING THIS REVIEW DO NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH THE REQUIREMENTS OF THE PLANS, GENERAL NOTES OR SPECIFICATIONS. APPROVAL OF A SPECIFIC ITEM SHALL NOT INCLUDE APPROVAL OF AN ASSEMBLY OF WHICH THE ITEM IS A COMPONENT.

SD3 CALCULATIONS: SIGNED AND SEALED CALCULATIONS FOR A PARTICULAR SYSTEM SUBMITTED AS PART OF A SHOP DRAWING ARE REVIEWED FOR LOAD CRITERIA AND GENERAL CONFORMANCE WITH THE CONTRACT DOCUMENTS. CALCULATION REVIEW AND COMMENTS DO NOT INFER A DETAILED CHECK OF THE CALCULATIONS, NOR DO THEY RELIEVE THE SYSTEM ENGINEER OR THE CONTRACTOR OF RESPONSIBILITY.

SD4 REPRODUCTIONS: THE USE OF REPRODUCTIONS OR ELECTRONIC FILES OF THE STRUCTURAL DRAWINGS FOR THE PREPARATION OF SHOP DRAWINGS IS NOT ACCEPTABLE WITHOUT PRIOR WRITTEN AUTHORIZATION OF THE ENGINEER OF RECORD. IF SUCH AUTHORIZATION IS OBTAINED, DO NOT SUBMIT SHOP DRAWINGS WITH THE CONTRACT DOCUMENT TITLE BLOCK AND/OR THE SEAL OF THE REGISTERED ENGINEER OF RECORD AFFIXED. ALTERATION OF A SEALED DOCUMENTS WITHOUT PROPER NOTIFICATION OF THE RESPONSIBLE ENGINEER IS AN OFFENSE OF THE ENGINEERING PRACTICE ACT.

SD5 OMISSION FROM THE SHOP DRAWINGS OF ANY REQUIREMENTS OF THE CONTRACT DOCUMENTS SHALL NOT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY OF COMPLYING WITH THE OMITTED REQUIREMENTS, EVEN IF THE SHOP DRAWINGS HAVE BEEN REVIEWED AND RETURNED.

SD6 THE CONTRACTOR SHALL BE RESPONSIBLE FOR DELAYS CAUSED BY REJECTION OF INADEQUATE OR INCORRECT SHOP DRAWINGS.

SD7 SHOP DRAWINGS THAT ARE NOT SPECIFICALLY REQUIRED BY THE GENERAL NOTES OR SPECIFICATIONS WILL NOT BE REVIEWED OR RETURNED.

CAST-IN-PLACE CONCRETE:

CIP1 ALL CONCRETE CONSTRUCTION SHALL BE IN ACCORDANCE WITH ACI STANDARD "BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE" (ACI 318 OF LATEST ADOPTION).

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ARCHITECT PBK | IN2 Architecture

DATE

PROJECT NUMBER

CLIENT

5501

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CITY

, TX

7613

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12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

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GARY W. STOWE

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AG&E Structural EngenuityF-8435

TX. REG. NO. F-8435

PROJECT #1200 Summit Avenue, Suite 420Fort Worth, Texas 76102Ph: 817.529.7240www.age-se.com

18219.00000

12/18/2018

S0.00

12/18/2018

GENERAL

NOTESSHEET LIST

SHEET NUMBER SHEET NAMES0.00 GENERAL NOTESS0.01 FRAMING PLANSS0.02 ELEVATION AND SECTIONSS0.03 ELEVATION AND SECTIONS

12" = 1'-0"1 SHEET LIST12" = 1'-0"3 ABBREVIATION LEGEND

1/8" = 1'-0"2 SYMBOLS LEGEND

NORMAL WEIGHTSLAB ON COMPOSITE

METAL DECK4,000 3 - 5 0.45 150 3/4" I/II 20 -

USE28 DAY

STRENGTH(PSI)

SLUMP(IN)

MAX. WATERCEMENT

RATIO

MAX. CUREDDENSITY

(PCF)

MAX.AGGREGATE

SIZE (IN)

CEMENTTYPE

MAXALLOWABLE% FLY ASH(SEE CM5)

% AIRENTRAINMENT

CONCRETE MIX DESIGN SCHEDULE

WASHERS 36 KSI 58 KSI F436

NUTS (HEAVY-HEX) 92 KSI 120 KSI A325

BOLTS (HEAVY-HEX) 92 KSI 120 KSI A325

50 KSI 65 KSI A572, GRADE 50PLATES

36 KSI 58 KSI A36

BARS 36 KSI 58 KSI A36

CHANNELS 36 KSI 58 KSI A36

ANGLES 36 KSI 58 KSI A36

PIPES 35 KSI 60 KSI A53 TYPE E, GRADE B

HOLLOW STRUCTURAL SECTIONS 46 KSI 58 KSI A500, GRADE B

WIDE FLANGE AND WT SHAPES 50 KSI 65 KSI A992

STRUCTURAL STEEL TYPE YIELD STRESS, Fy TENSILE STRESS, Fu ASTM SPECIFICATION

█ CONCRETE CONSTRUCTION 1705.3

█ STRUCTURAL STEEL 1705.2

CHECK IFAPPLICABLE

MATERIALS, SYSTEMS, COMPONENTS AND WORK REQUIRED TOHAVE SPECIAL INSPECTIONS OR TESTS BY THE SPECIAL

INSPECTOR RESPONSIBLE FOR EACH PORTION OF THE WORK

SPECIAL INSPECTIONSHALL BE PERFORMED INACCORDANCE WITH IBC

SECTION

SPECIAL INSPECTIONS AND TESTS SCHEDULE PER IBC 2015

12" = 1'-0"4 GENERAL NOTES

12" = 1'-0"5 DESIGN LOADS

No. Description DateREVISIONS

F-1F-1

F-A

F-A

F-B

F-B

F-C

F-C

F-D

F-D

F-2F-2

S0.02

1

F-1F-1

F-A

F-A

F-B

F-B

S0.02

1

F-C

F-C

F-D

F-D

F-2F-2

W12X16 (EXIST) W12X16 (EXIST)

W12X19 (EXIST)W14X22 (EXIST)

S0.03

1

F-1F-1

F-A

F-A

F-B

F-B

S0.02

1

F-C

F-C

F-D

F-D

F-2F-2

W12X19 (EXIST) W12X19 (EXIST)

S0.03

1

F-1F-1

F-A

F-A

F-B

F-B

S0.02

1

F-C

F-C

F-D

F-D

F-2F-2

S0.03

1

F-1F-1

F-A

F-A

F-B

F-B

F-C

F-C

F-D

F-D

F-2F-2

W12X16 (EXIST) W12X16 (EXIST)

W12X19 (EXIST)W14X22 (EXIST)

S0.02

1

F-1F-1

F-A

F-A

F-B

F-B

F-C

F-C

F-D

F-D

F-2F-2

W12X19 (EXIST) W12X19 (EXIST)

S0.02

1

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IN2-1809 LEAF-18354

NAJ

Che

cker

Other

Architect

ARCHITECT PBK | IN2 Architecture

DATE

PROJECT NUMBER

CLIENT

5501

HAL

TOM

RD.

HALT

OM

CITY

, TX

7613

7

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.com

in2arch.com

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

KEY PLAN TRUENORTH

STATE OF TEXAS

GARY W. STOWE

63616L I C E N S E D

PR

OFESS IO A L ENG

I NE

ER

N

AG&E Structural EngenuityF-8435

TX. REG. NO. F-8435

PROJECT #1200 Summit Avenue, Suite 420Fort Worth, Texas 76102Ph: 817.529.7240www.age-se.com

18219.00000

12/18/2018

S0.01

12/18/2018

FRAMING

PLANS

1/8" = 1'-0"1 LEVEL 2 FRAMING PLAN - OPTION 1

1/8" = 1'-0"5 LEVEL 3 FRAMING PLAN - OPTION 2

1/8" = 1'-0"6 ROOF FRAMING PLAN - OPTION 2

1/8" = 1'-0"2 LEVEL 2 FRAMING PLAN - OPTION 2

1/8" = 1'-0"3 LEVEL 3 FRAMING PLAN - OPTION 1

1/8" = 1'-0"4 ROOF FRAMING PLAN - OPTION 1

No. Description DateREVISIONS

1.0 - LEVEL 1100'-0"

2.0 - LEVEL 2 OPTION 1113'-9 3/8"

3.0 - LEVEL 3 OPTION 2127'-6 3/4"

F-A F-B

4.0 - ROOF OPTION 2141'-3 1/8"

EXIST STL BEAM REF PLAN

EX

IST

STL

CO

L R

EF

PLA

N

EXIST STL BEAM REF PLAN EXIST STL BEAM REF PLAN

EXIST STL BEAM REF PLANEXIST STL BEAM REF PLAN EXIST STL BEAM REF PLAN

EX

IST

STL

CO

L R

EF

PLA

N

EX

IST

STL

CO

L R

EF

PLA

N

EX

IST

STL

CO

L R

EF

PLA

N

EXIST STL BEAM REF PLAN EXIST STL BEAM REF PLANEXIST STL BEAM REF PLAN

F-C F-D

NE

W H

SS

5x5x

1/4

HA

NG

ER

NE

W H

SS

5x5x

1/4

HA

NG

ER

NEW MC3X7.1 AT EACH SIDE OF EXIST STL COLUMNS, TYP

BEARING CONNECTION AT EXSIT STL COLUMS, TYP

TENSION HANGER CONNECTION TYP

NEW HSS16x8x3/8 STL BEAM NEW HSS16x8x3/8 STL BEAM

EX

IST

STL

SH

OR

ING

CO

L TO

BE

R

EM

OV

ED

AFT

ER

NE

W S

TEE

L FR

AM

ING

S0.026

S0.027

S0.027

6

S0.02

6

S0.02

2

S0.02

S0.025

4

S0.02

3

S0.02

3

S0.02

12'-8" (FV)11'-8 1/4" (FV)9'-9 3/4" (FV)11'-4 1/4" (FV)

1'-0" 8"CL EXIST JST (FV)CL EXIST JST (FV)

SIM

3/16TYP

3/16

C6X8.2 AT 2'-8" OC MAX

EXIST STL BEAMREF PLAN

1" DIA ROD X CONT T&B BETWEEN NEW COLUMNS

3/12

ADDITIONAL 1'-0"CONT WELD AT EA

END AND ADDITIONAL6" WELD AT EA CHANNEL

LOCATION - TYP

L5x5x3/8

3/16

1 1/

4" (F

V)

L7x4x3/8 x 0'-4" (LLV)

L7x4x3/8 x 0'-4" (LLV)

TOS LINTEL TO MATCH MORTARJOINT IN EXISTING BRICK

ADJUST AS REQUIRED ASSUMEDELEV 125'-9 5/8" (FV)

END PL 3/8" (SEE LINTEL NOTE)

CL EXIST COLUMN

3/16 2-12TYP MC3x7.1 x CONT (TYP)

FULL HT FROM FOUNDATION BASE PLATE TO UNDERSIDE OF EXISTING STEEL BEAM AT LEVEL 2

FACE OF EXISTING BRICK

STIFF PL 3/8 EA SIDE OF WEB

CL EXISTING COLUMN

L5x5x3/8 x CONT

3/16

TOC ELLEVEL 3

127'-6 3/4" (FV)

ASSUMED TOS LINTEL EL125'-9 5/8" (FV)

(SEE LINTEL NOTE)

6 1/2"

3/16TYP

C6x8.2

END PL 3/8"

PL 1/2"x4" x 0'-8"

3/16

2"5"

TOS ELLEVEL 3

MAX

1'-0"

MAX

1'-0"

STIFF PL 3/8" AT INSIDE FACE OF BEAM

CHIP CONCRETE TO EXPOSE THE STEEL BEAM SQUARE OFF EDGES OFSLAB CUT

REPLACE WITH4000 PSI CONCRETE

CL HSS 5x5 REF ELEV SLOT TUBE AT GUSSET PL

GUSSET PL 3/8"x7" x 0'-10"

1/4

1/4

3/16TYP

EXIST STL BEAM

1/4

PL 1/2"x10" x 0'-9"

3"

CL EXIST COL AND BEAM

HSS16x8 REF PLAN

HSS3x3x3/8 x 0'-8"

1/4

END PL 3/16"

PL 3/8"x3" x 0'-3"

STIFF PLSTIFFENER PL 3/8"

3/16TYP

EXIST COL AND PLATE

1/4

1/4TYP

PL 1/2"x10" x 1'-2"

3" 3"

CL EXISTNG COL AND JOIST (FV)

HSS16x8 REF PLAN (TYP)

HSS3x3x3/8 x 0'-8"

1/4TYP

END PL 3/8"

EXIST STIFF PL EA SIDE (FV)

STIFFENER PL 3/8"

3/16TYPEXISTING COL

AND PLATE

1/4TYP

1/2"

1'-2"

WT7x30.5 x 0'-10"

EXIST CONT L2 1/2"x2 1/2" x 3/16 DECK SUPPORT AT INSIDE FACE OF MTL STUD WALL REMOVE AS REQUIRED AT HANGER CONN

CL EXIST STL BEAM

3/16CONT 3 SIDES

1/4HSS5x5 REF PLAN

1" C

LEA

R2"

4" 4"

3 1/

2"

EXIST STL JOIST BEYOND

PL 1/2"x8" x 2'-0"

1/4

CUT DECK MINIMUM REQUIRED TO PLACE HANGER CONN

LINTEL NOTE:1. SECTIONS OF CONTINUOUS LINTEL TO BE DRIVEN INTO MORTAR JOINT AT

APPROPRIATE ELEVATION.2. PLAN SECTION JOINT LOCATIONS TO BE ABLE TO PROVIDE COMPLETE

PENETRATION BUTT WELD SPLICE CONNECTIONS.A. VERTICAL LEG AT SPLICE JOINTS TO BE WELDED AS LINTEL ANGLE SECTIONS

ARE DRIVEN INTO BRICK MORTAR JOINTS.B. HORIZONTAL LEG AT SPLICE JOINTS TO BE WELDED AS BRICK WALL

DEMOLITION PROCEEDS.3. AFTER CONTINUOUS LINTEL ANGLE IS DRIVEN INTO BRICK MORTAR JOINT,

PUNCH HOLES IN BRICK TO INSTALL C6x8.2 LINTEL SUPPORT BEAMS.4. AFTER CONTINUOUS LINTEL ANGLE, SUPPORT BEAMS AND ALL REINFORCING

FRAMING INDICATED IS INSTALLED AND CONNECTIONS ARE COMPLETE, WALL REMOVAL MAY PROCEED.

5. REMOVE BRICK WALL WITH CAUTION TO AVOID IMPACTING THE STRUCTURAL FRMAING.

11/2

7/20

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IATE A

CA

DEM

Y

REN

OV

ATIO

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IN2-1809 LEAF-18354

NAJ

Che

cker

Other

Architect

ARCHITECT PBK | IN2 Architecture

DATE

PROJECT NUMBER

CLIENT

5501

HAL

TOM

RD.

HALT

OM

CITY

, TX

7613

7

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.com

in2arch.com

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

KEY PLAN TRUENORTH

STATE OF TEXAS

GARY W. STOWE

63616L I C E N S E D

PR

OFESS IO A L ENG

I NE

ER

N

AG&E Structural EngenuityF-8435

TX. REG. NO. F-8435

PROJECT #1200 Summit Avenue, Suite 420Fort Worth, Texas 76102Ph: 817.529.7240www.age-se.com

18219.00000

12/18/2018

S0.02

12/18/2018

ELEVATION

AND

SECTIONS1/4" = 1'-0"1 FRAMING ELEVATION - OPTION 1

3/4" = 1'-0"3 SECTION3/4" = 1'-0"2 SECTION

3/4" = 1'-0"4 SECTION3/4" = 1'-0"5 SECTION

3/4" = 1'-0"6 SECTION

3/4" = 1'-0"7 SECTION3/4" = 1'-0"8 SECTION

No. Description DateREVISIONS

1.0 - LEVEL 1100'-0"

2.0 - LEVEL 2 OPTION 1113'-9 3/8"

3.0 - LEVEL 3 OPTION 2127'-6 3/4"

F-A F-B

4.0 - ROOF OPTION 2141'-3 1/8"

F-C F-D

EXIST STL BEAM REF PLAN

EX

IST

STL

CO

L R

EF

PLA

N

EXIST STL BEAM REF PLAN EXIST STL BEAM REF PLAN

EXIST STL BEAM REF PLANEXIST STL BEAM REF PLAN EXIST STL BEAM REF PLAN

EX

IST

STL

CO

L R

EF

PLA

N

EX

IST

STL

CO

L R

EF

PLA

N

EX

IST

STL

CO

L R

EF

PLA

N

EXIST STL BEAM REF PLAN EXIST STL BEAM REF PLAN EXIST STL BEAM REF PLAN

NEW MC3X7.1 AT EACH SIDE OF EXIST STL COLUMNS, TYP

EX

IST

STL

SH

OR

ING

CO

L TO

BE

R

EM

OV

ED

AFT

ER

NE

W S

TEE

L FR

AM

ING

NEW

HSS5x5x1/4 D

IAGO

NAL

TENSIO

N H

ANG

ERS, TYP

S0.036

S0.037

S0.036

4

S0.03

3

S0.03

3

S0.03

2

S0.03

SIM6'-0" 6'-0"6'-0"

S0.037 SIM

6'-0"

3/16TYP

3/16

C6X8.2 AT 2'-8" OC MAX

EXIST STL BEAMREF PLAN

1" DIA ROD X CONT T&B BETWEEN NEW COLUMNS

3/12

ADDITIONAL 1'-0"CONT WELD AT EA

END AND ADDITIONAL6" WELD AT EA CHANNEL

LOCATION - TYP

L5x5x3/8

3/16

1 1/

4" (F

V)

L7x4x3/8 x 0'-4" (LLV)

L7x4x3/8 x 0'-4" (LLV)

TOS LINTEL TO MATCH MORTARJOINT IN EXISTING BRICK

ADJUST AS REQUIRED ASSUMEDELEV 125'-9 5/8" (FV)

END PL 3/8" (SEE LINTEL NOTE)

CL EXIST COLUMN

3/16 2-12TYP MC3x7.1 x CONT (TYP)

FULL HT FROM FOUNDATION BASE PLATE TO UNDERSIDE OF EXISTING STEEL BEAM AT LEVEL 2

FACE OF EXISTING BRICK

STIFF PL 3/8 EA SIDE OF WEB

CL EXISTING COLUMN

L5x5x3/8 x CONT

3/16

TOC ELLEVEL 3

127'-6 3/4" (FV)

ASSUMED TOS LINTEL EL125'-9 5/8" (FV)

(SEE LINTEL NOTE)

6 1/2"

3/16TYP

C6x8.2

END PL 3/8"

PL 1/2"x4" x 0'-8"

3/16

2"5"

TOS ELLEVEL 3

MAX

1'-0"

MAX

1'-0"

STIFF PL 3/8" AT INSIDE FACE OF BEAM NOTCH AROUND BAR REF 2-S0.03

CHIP CONCRETE TO EXPOSE THE STEEL BEAM SQUARE OFF EDGES OFSLAB CUT

REPLACE WITH4000 PSI CONCRETE

CL HSS 5x5 REF ELEV SLOT TUBE AT GUSSET PL

GUSSET PL 3/8"x7" x 0'-10"

1/4

1/4

3/16TYP

EXIST STL BEAM

WELDED BAR REF 2-S0.03

CL EXIST COL

EXIST STIFF PL

STIFFENER PL 3/8" INSIDE FACE OF BEAM

3/16

EXISTING COL AND PLATE

STIFF PL 3/8" INSIDE FACE OF COL

HSS5x5 REF ELEV SLOT FOR PLATE

CL NEW HSS 5x5 REF ELEV

1/4TYP

5"

2"5"

2"

GUSSET PL 3/8"5"

1/4

CL EXIST BEAM

CL EXIST COL

EXIST STIFF PL

STIFFENER PL 3/8" INSIDE FACE OF BEAM (TYP) NOTCH

3/16TYP

EXISTING COL AND PLATE

STIFF PL 3/8" INSIDE FACE OF COL

HSS5x5 REF ELEV SLOT FOR PLATE (TYP)

CL NEW HSS 5x5 REF ELEV

1/4TYP

TYP5"

TYP2"

TYP5"

TYP2"

GUSSET PL 3/8"

1/4TYP

CL EXIST BEAM

TYP

5"

LINTEL NOTE:1. SECTIONS OF CONTINUOUS LINTEL TO BE DRIVEN INTO MORTAR JOINT AT

APPROPRIATE ELEVATION.2. PLAN SECTION JOINT LOCATIONS TO BE ABLE TO PROVIDE COMPLETE

PENETRATION BUTT WELD SPLICE CONNECTIONS.A. VERTICAL LEG AT SPLICE JOINTS TO BE WELDED AS LINTEL ANGLE SECTIONS

ARE DRIVEN INTO BRICK MORTAR JOINTS.B. HORIZONTAL LEG AT SPLICE JOINTS TO BE WELDED AS BRICK WALL

DEMOLITION PROCEEDS.3. AFTER CONTINUOUS LINTEL ANGLE IS DRIVEN INTO BRICK MORTAR JOINT,

PUNCH HOLES IN BRICK TO INSTALL C6x8.2 LINTEL SUPPORT BEAMS.4. AFTER CONTINUOUS LINTEL ANGLE, SUPPORT BEAMS AND ALL REINFORCING

FRAMING INDICATED IS INSTALLED AND CONNECTIONS ARE COMPLETE, WALL REMOVAL MAY PROCEED.

5. REMOVE BRICK WALL WITH CAUTION TO AVOID IMPACTING THE STRUCTURAL FRMAING.

11/2

7/20

18 1

0:09

:55

AM

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BIR

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LLEG

IATE A

CA

DEM

Y

REN

OV

ATIO

NS

IN2-1809 LEAF-18354

NAJ

Che

cker

Other

Architect

ARCHITECT PBK | IN2 Architecture

DATE

PROJECT NUMBER

CLIENT

5501

HAL

TOM

RD.

HALT

OM

CITY

, TX

7613

7

12222 Merit DriveSuite 1140

Dallas, TX 75251972.427.1222 P

PBK.com

in2arch.com

DR

AW

N B

Y:

CH

EC

KE

D B

Y:

KEY PLAN TRUENORTH

STATE OF TEXAS

GARY W. STOWE

63616L I C E N S E D

PR

OFESS IO A L ENG

I NE

ER

N

AG&E Structural EngenuityF-8435

TX. REG. NO. F-8435

PROJECT #1200 Summit Avenue, Suite 420Fort Worth, Texas 76102Ph: 817.529.7240www.age-se.com

18219.00000

12/18/2018

S0.03

12/18/2018

ELEVATION

AND

SECTIONS1/4" = 1'-0"1 FRAMING ELEVATION - OPTION 2

3/4" = 1'-0"3 SECTION3/4" = 1'-0"2 SECTION

3/4" = 1'-0"4 SECTION3/4" = 1'-0"5 SECTION

3/4" = 1'-0"6 SECTION

3/4" = 1'-0"7 SECTION

No. Description DateREVISIONS