Sheet No.Job No.

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Date:

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Copyright © 2019, Huckabee & Associates, Inc.

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COVER SHEET - NIMITZ ES

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ENLARGED

AREAAUSTIN

HOUSTON

DFW

CEMENT OR MORTAR BOARD

METAL (SMALL SCALE)

FINISH WOOD

GYPSUM BOARD

TERRAZZO

ALUMINUM (LARGE SCALE)

PLASTER ON METAL LATH

(LARGE SCALE)

METAL (LARGE SCALE)

SAND PLASTER or CEMENT FINISH

ROUGH WOOD BLOCKING

(INTERRUPTED)

ROUGH WOOD BLOCKING

(CONTINUOUS)

PLYWOOD

ACOUSTICAL TILE

RIGID INSULATION

BATT INSULATION or LOOSE FILL

STONE

CONCRETE

FACE BRICK

STONE PRE-CAST

MARBLE OR GRANITE

LIGHT-WEIGHT CONCRETE BLOCK

UNDISTURBED EARTH

EARTH COMPACTED

NOTE: NOT ALL MATERIALS SHOWN MAY BE USED ON THIS PROJECT

BURNISHED CONCRETE BLOCK

SIMULATED STONE CONCRETE BLOCK

AB ANCHOR BOLT

A/C AIR CONDITIONER

ADDN'L ADDITIONAL

ADJ ADJUSTABLE

ADH ADHESIVE

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

AP ACOUSTICAL PANELS

APPROX APPROXIMATE

ARCH ARCHITECTURAL

B BEYOND

B/B BACK TO BACK

BL BUILDING LINE

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BOD BOTTOM OF METAL DECK

BOG BOTTOM OF GUTTER

BOM BOTTOM OF MASONRY

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BASE, PORCELAIN TILE

BQ BASE, QUARRY TILE

BR BASE, RUBBER

BRES BASE, RESINOUS

BRG BEARING

BRK BRICK

BRV BASE, RUBBER VENTED

BTC BASE, CERAMIC TILE

BTWN BETWEEN

BTZP BASE, PRECAST TERRAZZO

BTZ BASE, TERRAZZO

BW BOTH WAYS

C CHANNEL

C/C CENTER TO CENTER

CAB CABINET

CAD CADMIUM

CI CAST IRON

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CNTRD CENTERED

CO CLEAN OUT

COL COLUMN

CONC CONCRETE

CONN(S) CONNECTION(S)

CONT CONTINUOUS

COORD COORDINATE

COP POLISHED CONCRETE

CORR CORRIDOR

COS CONCRETE (SEALED)

CPT ROLLED CARPET

CPTW WALL CARPET

CPY CANOPY

CS CAST STONE

CSM CONCRETE STONE MASONRY

CU CONDENSING UNIT

CUST CUSTODIAN

CT CARPET TILE

DBL DOUBLE

DET DETAIL

DH DOOR HARDWARE

DIA DIAMETER

DIAG DIAGONAL

DIM DIMENSION

DN DOWN

DS DOWNSPOUT

DRWG DRAWING

DWR DRAWER

EA EACH

EB EXPANSION BOLT

EF EACH FACE

EJ EXPANSION JOINT

EL ELEVATION

ELEC'L ELECTRICAL

ELEV ELEVATOR

ENGR ENGINEER

EPT EPOXY PAINT

EQ EQUAL (EQUALLY)

EW EACH WAY

EWC ELECTRIC WATER COOLER

EXIST EXISTING

EXP EXPANSION

EXT EXTERIOR

F/F FACE TO FACE

FD FLOOR DRAIN

FDN FOUNDATION

FEC FIRE EXTINGUISHER CABINET

FFE FINISHED FLOOR ELEVATION

FG FIBERGLASS

FHC FIRE HOSE CABINET

FIN FINISH(ED)

FIN FLR FINISHED FLOOR

FLG FLANGE

FLR FLOOR

FS FAR SIDE

FSAP FIXED SOUND ABSORPTIVE PNLS

FTG FOOTING

FV FIELD VERIFY

GA GAGE OR GAUGE

GALV GALVANIZED

GB GRAB BAR

GEN GENERAL

GMU GLAZED MASONRY UNIT

GPL PLASTER/GYPSUM PLASTER

GR BM GRADE BEAM

GRF GROUND FACE/BURNISHED CMU

GUT GUTTER

GYP GYPSUM BOARD

HB HOSE BIB

HC HANDICAP

HD BD HARD BOARD

HDWD HARD WOOD

HFB HOLLOW FACE BRICK

HM HOLLOW METAL

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HVAC HEATING, VENTILATION, & A/C

ICF INSULATED CONCRETE FORMS

ID INSIDE DIAMETER

IF INSIDE FACE

IND BD INDUSTRIAL BOARD

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

JT JOINT

JST(S) JOIST(S)

L ANGLE

LAV LAVATORY

LLH LONG LEG HORIZONTAL

LLV LONG LEG VERTICAL

LONG LONGITUDINAL

LRP LOW POINT

MAS MASONRY

MAT'L MATERIAL

MAX MAXIMUM

MB MARKERBOARD

MDF MEDIUM DENSITY FIBERCORE

MECH MECHANICAL

MEZZ MEZZANINE

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

MO MASONRY OPENING

MP METAL WALL PANELS

MS MOP SINK

MTL METAL

NB NO BASE

NF NO FINISH

NIC NOT IN CONTRACT

NO NUMBER

NS NATURAL STONE

NTS NOT TO SCALE

OC ON CENTER

OCEW ON CENTERS EACH WAY

OD OUTSIDE DIAMETER

OF OUTSIDE FACE

OH OPPOSITE HAND

OHD OVERHEAD

OPP OPPOSITE

OS OVERFLOW SCUPPER

P/C PRECAST CONCRETE

PB PIPE BRACE

PEN PENETRATION

PERIM PERIMETER

PERP PERPENDICULAR

PL PLATE

PLC PLASTIC LAMINATE CASEWORK

PLP PLASTIC LAMINATE-FACED WOOD PANEL

PNT PAINT

PPL PLASTER (PORTLAND CEMENT)

PROJ PROJECTION

PT POINT

PW PLYWOOD

QTZ QUARTZ

R RISER

RAD RADIUS

RAFF RESILIENT FLUID APPLIED FLOORING

RAFS RESILIENT ROLLED RUBBER FLOORING

RAFT RESILIENT ATHLETIC FLOORING TILE

RAFV RESILIENT ATHLETIC FLOORING VINYL

RD ROOF DRAIN

REF REFERENCE

REINF REINFORCING

REM REMAINDER

RES RESINOUS FLOORING

REQ'D REQUIRED

RF RIGID FRAME

RO ROUGH OPENING

RTU ROOFTOP UNIT

SB SPLASH BLOCK

SCHED SCHEDULE

SEC SECURITY

SECT SECTION

SHT SHEET

SIM SIMILAR

SJ SAWN JOINT

SMO SCHEDULED MASONRY OPENING

SP SPACE

SPEC SPECIFICATIONS

SPF SPLIT-FACE CONCRETE MASONRY UNIT

SPS SOLID POLYMER SURFACE MATERIAL

SS STAINLESS STEEL

STD STANDARD

STIFF STIFFENER

STIR STIRRUPS

STL STEEL

STN STAIN

STOR STORAGE

STRUCT STRUCTURE

STU STUCCO

SUPT SUPPORT

SVT SOLID VINYL TILE

SYMM SYMMETRICAL

T&B TOP & BOTTOM

T&G TONGUE & GROOVE

TC CERAMIC TILE

TH THRESHOLD

TLT TOILET

TMD TOP OF METAL DECK

TOB TOP OF BEAM

TOBB TOP OF CMU BOND BEAM

TOBR TOP OF BRICK

TOC TOP OF CURB

TOCP TOP OF CONCRETE PANEL

TOF TOP OF FOOTING

TOJ TOP OF JOIST

TOM TOP OF MASONRY

TOP TOP OF PIER

TOPC TOP OF PIER CAP

TOS TOP OF STEEL

TOSC TOP OF STRUCTURAL CONCRETE

TOSF TOP OF METAL STUD FRAMING

TOSS TOP OF STRUCTURAL STEEL

TOT TOP OF STEEL TRUSS

TOW TOP OF WALL

TOWD TOP OF WOOD BLOCKING/ NAILER

TPC PORCELAIN TILE

TQ QUARRY TILE

TRAN TRANSVERSE

TRIM METAL FLASHINGS AND COPINGS

TS TUBE STEEL

TYP TYPICAL

TZ TERRAZZO

TZE TERRAZZO EPOXY

TZT TERRAZZO TILE

U URINAL

UNO UNLESS NOTED OTHERWISE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

W/ WITH

W/O WITHOUT

WASH WASHSTATION

WC WATERCLOSET

WD WOOD

WH WATERHEATER

WMP MAPLE WOOD ATHLETIC FLOORING

WMS MASONITE WOOD BLOCKING

WP WORKPOINT

WS WATERSTOP

WCT WALK-OFF CARPET TILE

WT WEIGHT

WVC WOOD VENEER CASEWORK

WWF WELDED WIRE MESH (FABRIC)

XB X-BRACING

>= LARGER THAN OR EQUAL TO

<= LESS THAN OR EQUAL TO

(NOT ALL ABBREVIATIONS USED IN THIS PROJECT)

INDEX OF SHEETS

SITE LOCATION MAPAREA MAP

LIST OF ABBREVIATIONS

LEGEND OF MATERIALS

SAN ANTONIO

24

EXISTING EGRESS

3'-0" DOOR (32" CLR) AT 0.2" / PERSON = 160 PERSONS

PAIR OF 3'-0" DOOR (68" CLR) AT 0.2" / PERSON = 340 PERSONS

EXTERIOR EGRESS

3'-0" DOOR (32" CLR) AT 0.2"/PERSON = 160 PERSONS

PAIR OF 3'-0" DOOR (68" CLR) AT 0.2"/PERSON = 340 PERSONS

INTERIOR EGRESS

3'-0" DOOR (32" CLR) AT 0.2" / PERSON = 160 PERSONS

PAIR OF 3'-0" DOOR (68" CLR) AT 0.2" / PERSON = 340 PERSONS

TOTAL EGRESS

3,700 (FROM OCCUPIED SPACES)

4,040 WITH 2ND FLOOR (FROM OCCUPIED SPACES)

1

2

3

4

EGRESS LEGEND - CAPACITY PER DOOR

5

6

INFORMATION PROVIDED FOR CODE COMPLIANCE EVALUATION; NOT

TO BE USED FOR BIDDING PURPOSES.

1) PROJECT IDENTIFICATION

A) OWNER: KERRVILLE I.S.D.

B) PROJECT NAME: NIMITZ ELEMENTARY SCHOOL

SECURED VESTIBULE

C) LOCATION: 100 VALLEY VIEW

KERRVILLE, TEXAS 78028

2) APPLICABLE CODES

A) INTERNATIONAL BUILDING CODE (IBC) 2006

B) INTERNATIONAL PLUMBING CODE 2006

C) NATIONAL ELECTRICAL CODE (NEC) 2008

D) INTERNATIONAL FIRE CODE 2006

E) ELIMINATION OF ARCHITECTURAL BARRIERS ACT; TEXAS DEPT. OF

LICENSING AND REGULATION

F) INTERNATIONAL ENERGY CONSERVATION CODES 2015

G) LOCAL AMENDMENTS

3) OCCUPANCY CLASSIFICATION

A) PRIMARY OCCUPANCY: GROUP E

B) SEPARATED USES: NONE

C) INCIDENTAL USE AREAS: RATED PER TABLE 509

4) TYPE OF CONSTRUCTION / FIRE-RESISTIVE REQUIREMENTS

(TABLE 601)

A) CONSTRUCTION TYPE: II-B

THIS INFORMATION WAS EXTRACTED FROM DRAWINGS PROVIDED

BY KERRVILLE ISD AND IS FOR REFERENCE ONLY. PLEASE REFER TO

ORIGINAL DRAWINGS PROVIDED BY KISD FOR MORE INFORMATION.

ORIGINAL BUILDING CODE: UNIFORM BUILDING CODE

BUILDING SIZE:

LEVEL ONE: 47,383 SF

LEVEL TWO: 17,727 SF

TOTAL 65,110 SF

OCCUPANCY CLASSIFICATION:

PRIMARY - EDUCATION (GROUP E, DIV. 1)

SECONDARY - SMALL ASSEMBLY (GROUP A, DIV. 2.1)

TYPE OF CONSTRUCTION:

I-FR

FIRE ALARM:

SMOKE DETECTORS THROUGHOUT

PROJECT INFORMATION EXISTING CODE INFORMATION

CODE ANALYSIS PLAN

KEY PLAN

LIMITS OF WORKLIMITS OF

UPPER FLOOR

160

340

340340

340 340340

160

160340340

340

340

M1

EXISTING TILE FLOOR TO

REMAIN, PROTECT DURING

CONSTRUCTION

EXISTING VCT FLOOR TO

REMAIN, PROTECT DURING

CONSTRUCTION

F4

M1

W4

A1.12

3

A1.12

3

3

A2.12

NEW BLKHD 4 7/8"

C2

EXISTING CEILING TO

REMAIN, PROTECT DURING

CONSTRUCTION

EXISTING CEILING TO

REMAIN, PROTECT DURING

CONSTRUCTION

C4C4

A. BIDDERS TO VISIT SITE AND BE FAMILIAR WITH EXISTING

CONDITIONS, INCLUDING BUT NOT LIMITED TO EXISTING

DIMENSIONS, EQUIPMENT, LOCATIONS, SIZES, QUANTITIES, AND

MATERIALS.

B. EXISTING ELECTRICAL POWER SERVING THE EXISTING FACILITY

WILL REMAIN ON LINE. DISRUPTIONS REQUIRED FOR

CONSTRUCTION TO BE COORDINATED WITH THE SCHOOL

DISTRICT REPRESENTATIVE ASSIGNED TO THIS SPECIFIC

PROJECT.

C. EXISTING DRAIN LINES SERVING THE EXISTING FACILITY WILL

REMAIN FUNCTIONAL. ANY DISRUPTIONS REQUIRED FOR NEW

TIE-INS DURING CONSTRUCTION MUST BE COORDINATED WITH

THE SCHOOL DISTRICT REPRESENTATIVE ASSIGNED TO THIS

SPECIFIC PROJECT.

D. CONTRACTOR WILL COORDINATE EXACT SIZES AND LOCATIONS

FOR MECHANICAL, PLUMBING, AND ELECTRICAL PENETRATIONS

REQUIRED FOR NEW WORK WITH EACH RESPECTIVE TRADE.

E. CONTRACTOR WILL KEEP OPENINGS TO THE EXTERIOR

TEMPORARILY COVERED FOR PROTECTION FROM WATER.

F. CONTRACTOR WILL KEEP OPENINGS TEMPORARILY COVERED

FOR PEDESTRIAN SAFETY.

G. CONTRACTOR IS RESPONSIBLE FOR THE DESIGN AND

INSTALLATION OF TEMPORARY SHORING AND BRACING

REQUIRED FOR DEMOLITION.

H. REFER TO MECHANICAL, ELECTRICAL, AND PLUMBING SHEETS

FOR ADDITIONAL PENETRATIONS AND OTHER RELATED

DEMOLITION OR EQUIPMENT REMOVAL.

I. EXISTING CONSTRUCTION IS SHOWN BASED UPON OWNER

FURNISHED PLANS, OWNER FURNISHED SURVEYS, AND ONSITE

OBSERVATIONS. DISCREPANCIES BETWEEN DRAWINGS AND

ACTUAL FIELD CONDITIONS WILL BE REPORTED TO THE

ARCHITECT/ENGINEER/PROJECT MANAGER PRIOR TO

PROCEEDING WITH WORK.

J. EXISTING CONSTRUCTION ADJACENT TO DEMOLITION WORK

WILL BE PATCHED AND REPAIRED TO MATCH ORIGINAL

CONDITION.

K. DEMOLITION WORK TIMES WILL BE COORDINATED WITH THE

SCHOOL DISTRICT REPRESENTATIVE ASSIGNED TO THIS

SPECIFIC PROJECT.

L. THIS EXISTING FACILITY WILL REMAIN FUNCTIONAL DURING THE

COURSE OF THE DEMOLITION WORK. CONTRACTOR WILL

MAINTAIN DUST BARRIERS, BARRICADES, PEDESTRIAN

PROTECTION, WATER PROTECTION, AND SAFETY DEVICES IN

PLACE AT ALL TIMES DURING AND AFTER DEMOLITION UNTIL

NEW WORK IS INSTALLED.

M. CONTRACTOR WILL MAINTAIN SITE DRAINAGE DEVICES AND

COMPONENTS DURING THE COURSE OF DEMOLITION AND UP

UNTIL NEW WORK IS IN PLACE. THIS INCLUDES EXISTING

SUB-SOIL DRAINAGE.

N. REFER TO PROJECT SPECIFICATIONS FOR ADDITIONAL

REQUIREMENTS.

O. REFER TO MECHANICAL, ELECTRICAL, AND ROOF PLAN

DRAWINGS FOR ADDITIONAL DEMOLITION NOT SPECIFICALLY

COVERED BY DEMOLITION PLANS, ESPECIALLY RELATIVE TO

MODIFICATIONS TO EXISTING H.V.A.C. SYSTEMS.

P. DEMOLITION, AS NOTED, CONSISTS OF COMPLETE REMOVAL OF

THE LISTED ITEMS, RELATED FASTENERS, AND ATTACHMENT

MATERIALS LEAVING A CLEAN SURFACE READY TO RECEIVE

NOTED MATERIALS OR SCHEDULED FINISHES.

Q. UNLESS NOTED OTHERWISE, MATERIALS WILL BE REMOVED

FROM SITE AND DISPOSED OF AT CONTRACTOR'S EXPENSE,

DISPOSAL WILL COMPLY WITH APPLICABLE LOCAL, STATE, AND

FEDERAL GUIDELINES.

R. DEMOLITION WILL FOLLOW THE CONSTRUCTION SCHEDULE

PROVIDED IN THE SPECIFICATIONS.

S. PRECAUTIONS WILL BE TAKEN TO SEPARATE STUDENTS AND

SCHOOL STAFF FROM DEMOLITION AND TO PROTECT THEIR

HEALTH AND SAFETY.

T. ADDITIONAL MATERIALS, WHERE CONSTRUCTION ADJOINS

EXISTING, NOT SPECIFICALLY IDENTIFIED IN THE DEMOLITION

PLANS, WILL BE REMOVED AS REQUIRED TO COMPLETE THE

CONSTRUCTION. THESE MATERIALS TYPICALLY INCLUDE

MATERIAL PROJECTION BEYOND THE FACE OF THE WALL,

INCLUDING BRICK SILLS, OTHER PROJECTIONS, AND ROOF

FLASHINGS, GUTTERS, AND TRIMS. REFER TO WALL SECTIONS

FOR SPECIFIC CONDITIONS.

U. INVESTIGATE EACH WALL SUBJECT TO DEMOLITION TO

DETERMINE IF IT IS USED FOR BEARING. COORDINATE WITH

CONSTRUCTION SEQUENCE AND PROVIDE SHORING AT ANY

WALL CARRYING STRUCTURAL LOAD TO PREVENT COLLAPSE

UNTIL NEW STRUCTURE IS IN PLACE.

V. OWNER RESERVES FIRST RIGHT TO RETAIN AND KEEP ANY

EXISTING ITEMS REMOVED AS A PART OF THE DEMOLITION

WORK.

W. GENERAL CONTRACTOR SHALL COORDINATE THE REMOVAL OF

ALL TECHNOLOGY AND COMMUNICATION DEVICES INCLUDING

INTERCOM SPEAKERS, CLOCKS, WIRELESS ACCESS POINTS,

CAFETERIA SPEAKERS, PROJECTORS, PROJECTOR PLATES,

AUDIO-VIDEO CABLING, INTELLIGENT BOARDS, SCREENS, ETC

WITH THE SOUND, INTERCOM AND TECHNOLOGY

CONTRACTORS. THIS WORK MUST BE DONE PRIOR TO REMOVAL

OF CEILING TILE OR OTHER CEILING AND PLENUM WORK.

X. ALL TECHNOLOGY AND LOW-VOLTAGE CABLING IN THE PLENUM

SHALL REMAIN IN PLACE. ANY DAMAGE TO THIS CABLING SHALL

HAVE NEW CABLING PLACED BY THE PROPER TRADE

CONTRACTOR AT THE SOLE EXPENSE OF THE CONTRACTOR

THAT DAMAGED THE CABLING. ALL CABLES HAVE BEEN TESTED

PRIOR TO RENOVATION WORK AND ALL WILL BE TESTED AFTER

THE WORK IS COMPLETED.

DEMOLITION GENERAL NOTES

EXISTING PARTITION TO BE REMOVED. INCLUDING

BASE, DOORS, WINDOWS, OUTLETS, SWITCHES,

CHALK/TACK BOARDS, POWER POLES, WALL CAPS AND

ANY ITEM ATTACHED TO OR ASSOCIATED WITH THE

PARTITION. CONTRACTOR WILL VERIFY ELECTRICAL,

MECHANICAL & PLUMBING IN EXISTING WALLS &

TERMINATE OR RELOCATE AS REQUIRED FOR

CONTRACT WORK. PATCH, REPAIR & CLEAN ALL

ADJACENT WALLS AND PREPARE TO RECEIVE NEW

PARTITION WALLS AS SHOWN ON FLOOR PLANS.

EXISTING DOOR AND FRAME TO BE REMOVED UNLESS

OTHERWISE NOTED.

EXISTING ITEM TO BE REMOVED AS NOTED.

EXISTING WALL / PARTITION TO REMAIN.

EXISTING DOOR AND FRAME TO REMAIN.

DEMOLITION LEGEND

EXTERIOR

E1 REMOVE AND DISCARD EXISTING FLAG POLE

E2 REMOVE & DISPOSE OF EXISTING PLANTERS

E3 REMOVE & DISPOSE OF EXISTING TREE INCLUDING

ROOT BALL

E4 REMOVE AND DISPOSE OF EXISTING LOW WALL

FLOORS

F1 REMOVE EXISTING TILE/VCT FLOORING & BASE DOWN TO

EXISTING SUBSTRATE, PATCH REPAIR EXIST SUBSTRATE,

APPLY LEVELING COMPOUND AS REQ'D FOR NEW

SCHEDULED FINISH.

F2 USE CARE TO NOT DAMAGE EXISTING EXTERIOR TILE AT

EXTERIOR STOREFRONT. PATCH AND REPAIR AS

NECESSARY, TILE TO MATCH EXISTING CONDITIONS.

F3 USE CARE NOT TO DAMAGE EXISTING ADJACENT FLOOR

MATERIAL TO REMAIN.

F4 REFER TO PLAN DETAILS FOR LIMITS OF FLOOR FINISH

REMOVAL AND COORDINATE WITH NEW DOOR LOCATION.

F5 REMOVE EXISTING PARTIAL CARPET TILE IMMEDIATELY

ADJACENT TO DEMOLISHED WORK AND REPLACE WITH

NEW, FULL TILE, TYP.

DEMOLITION NOTES BY SYMBOL NOTE: NOT ALL NOTES ARE USED

WALLS

W1 REMOVE EXISTING CERAMIC TILE AND BACKING LAYER

OF GYP. BOARD (IF APPLICABLE)

W2 REMOVE EXISTING WINGWALL FURROUT.

W3 REMOVE AND DISPOSE PORTION OF WALL BELOW

EXISTING FRAME, PREPARE WALL FOR NEW OPENING.

W4 COORDINATE RELOCATION OF EXISTING ELECTRICAL

DEVICE WITH MEP. REMOVE CMU FACE OF BLOCK FOR

WORK AND SOAP IN NEW FACE FOR INCONSPICUOUS

PATCH.

W5 REMOVE EXISTING WALL PANELING.

CEILINGS

C1 REUSE EXISTING LIGHT IN CEILING GRID

C2 REMOVE PORTION OF EXISTING CEILING GRID, TILE,

GRILLES, DIFFUSERS, LIGHTING, AND ALL OTHER ITEMS

OCCURRING WITHIN THE CEILING PLANE AS SHOW IN THE

PLAN. PREPARE ADJACENT WALLS TO RECEIVE NEW

CEILING AS SHOWN ON REFLECTED CEILING PLANS.

REF. ELEC. AND MECH.

MISCELLANEOUS

M1 REPAINT AND REPAIR WALL GRAPHICS.

ALTERNATE BID 01

M2 REMOVE EXISTING DISPLAY CASE IN ITS ENTIRETY

M3 REMOVE EXISTING RECEPTION DESK IN ITS ENTIRETY

M4 REMOVE/RELOCATE EXISTING BULLETIN BOARD CABINET

AND SIGNAGE. LOCATION TO BE COORDINATED WITH

OWNER.

M5 REMOVE/REINSTALL EXISTING ROOM SIGNAGE.

LOCATION TO BE IN COMPLIANCE WITH 2012 TEXAS

ACCESSIBILITY STANDARDS CHAPTER 703.4.1 AND 703.4.2

M6 REMOVE/REL0CATE EXISTING TACK BOARD, LOCATION

TO BE COORDINATED WITH OWNER.

M7 REMOVE EXISTING WALL TO WALL EXPANSION JOINT

ASSEMBLY.

M8 EXISTING WALL MOUNTED CLOCK TO BE REMOVED AND

REINSTALL AT THE CONCLUSION OF CONSTRUCTION.

M9 REMOVE EXISTING BUILDING SIGNAGE, REUNSTALL ON

WALL AS NOTED.

CEILINGS- CONT.

C3 REMOVE & DISPOSE OF EXISTING GYPSUM BOARD

CEILING. REMOVE ANY GRILLES, DIFFUSERS, LIGHTING,

AND ALL OTHER ITEMS OCCURRING WITHIN THE CEILING

PLANE AS SHOWN IN THE PLAN.

C4 REPAIR EXISTING CEILINGTO REMAIN, WHERE

DAMAGED TO MATCH EXISTING CONDITION

DOORS & WINDOWS

D1 REMOVE EXISTING STOREFRONT SYSTEM. PATCH,

REPAIR AND CLEAN OPENING AND PREPARE FOR NEW

STOREFRONT SYSTEM

D2 REMOVE & DISPOSE OF EXISTING ALUMINUM/HOLLOW

METAL FRAME , DOOR/WINDOW & ASSOC BRACING

D3 REMOVE EXISTING STOREFRONT DOOR AND REPLACE

WITH NEW DOOR AND HARDWARE

D4 REMOVE EXISTING WINDOW AND FRAME, COUNTER AND

WALL BELOW. (SHOWN DASHED, TYPICAL). PREPAIR WALL

TO RECIEVE NEW STOREFRONT OPENING.

A CONCURRENT SEPERATE

PROJECT SCOPE CONSISTS

OF DOOR HARDWARE

REPLACEMENT & CAMPUS

ACCESSIBILITY UPGRADES

1/2"

MIN

.1/

2" M

IN.

1/2" MIN. 1/2" MIN.ALUMINUM FRAME AS

SCHEDULED

SAWCUT EXISTING FLOOR

LEAVEOUT UNDER ALUMINUM

FRAME

DOOR AS SCHEDULED

3

A2.12

4 7/

8"

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:

Copyright © 2019, Huckabee & Associates, Inc.

VOLUME

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/201

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A1.12

GENERAL DATA, CODEANALYSIS AND DEMOLITION

PLANS - NIMITZ ES

3/13/2019

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ARCHITECTURAL

A0.12 COVER SHEET - NIMITZ ES

A1.12 GENERAL DATA, CODE ANALYSIS AND DEMOLITION PLANS - NIMITZ ES

A2.12 FLOOR & RCP PLANS, SCHEDULES AND DETAILS - NIMITZ ES

MECHANICAL

M1.12 MECHANICAL FLOOR PLAN - NIMITZ ES

ELECTRICAL

E1.12 ELECTRICAL FLOOR & RCP PLAN, SCHEDULES AND DETAILS - NIMITZ ES

01806-02-04

NIMITZ ES

1/8" = 1'-0"1DEMO FLOOR PLAN - NIMITZ ES

1/8" = 1'-0"2DEMO REFLECTED CEILING PLAN - NIMITZ ES

0 100 150 20050

GRAPHIC SCALE

3" = 1'-0"3FLOOR TILE DEMOLITION

Rev

isio

n /

Dat

e

SECURE VESTIBULE

05

N1

SF-A

A2.12

7

A2.12

5

CENTER NEW STOREFRONT WITH

EXISTING STOREFRONT MULLION

FILL AND PATCH THE AREA ADJACENT TO

STOREFRONT, MATCH EXISTING TC COLOR

ALT. #01

DASHED LINE INDICATES THE EXTENT OF PNT02

PROTECT AND

REPAIR EXISTING

WALL PAINT

A2.12

4

A2.12

6

EXISTING VCT

TO REMAIN

EXISTING TILE

TO REMAIN

/8 A2.12

RESTORED/NEW

CEILING TILE AND GRID

TO MATCH EXISTING

APPLIES TO SECTION PLANS

FLOOR PLAN LEGEND

PARTITION TYPE TAGSA3

LETTER INDICATES PARTITION TYPE.

NUMBER INDICATES STUD OR CMU SIZE AS FOLLOWS:

1 - 7/8" HAT CHANNEL 6 - 6" MTL STUD OR 5 5/8" CMU

2 - 1 5/8" MTL STUD 8 - 8" MTL STUD OR 7 5/8" CMU

3 - 2 1/2" MTL STUD 12 - 11 5/8" CMU

4 - 3 5/8" MTL STUD OR CMU 16 - DOUBLE 7 5/8" CMU

WALL ASSEMBLY IN PLAN VIEW

REF. TYP. CONST. DTLS. FOR ADDITIONAL INFO.

NOTES:

1) THE CONTRACT DOCUMENTS ARE COMPRISED OF BOTH THE

DRAWINGS AND THE SPECIFICATIONS.

2) ALL DIMENSIONS SHOWN ARE TO FACE OF GYP. BD., MASONRY

OR CONCRETE.

3) SEE SPECIFICATIONS AND TYPICAL CONSTRUCTION DETAILS

(G2 SHEETS) FOR ADDITIONAL MASONRY AND DRYWALL

REQUIREMENTS.

4) REF. DOOR AND WINDOW SCHEDULES AND DETAILS FOR

MASONRY ROUGH OPENING SIZES.

5) VERIFY ALL MASONRY OPENINGS WITH MANUFACTURERS'

PRODUCTS.

6) PROVIDE WD BLOCKING IN ALL GYP BD WALLS AS REQ'D AT

LOCATIONS INCLUDING BUT NOT LIMITED TO; HANDRAILS,

TOILET ACCESSORIES, PROJECTORS, CASEWORK, TACK BD'S,

MARKER BD'S, WALL STOPS & DOOR HOLDERS.

STANDARD CMU

GROUND FACE CMU

NEW DRYWALL PARTITION

EXISTING DRYWALL PARTITION

CERAMIC/PORCELAIN TILE (PARTITION TYPE VARIES) -

REF ROOM FINISH SCHEDULE FOR TILE TYPES &

HEIGHTS

PARTITION TYPE TAG SHAPES

REF. G2 SHEETS FOR PARTITION TYPE ASSEMBLIES.

A3

A3

WALL TO DECK

WALL TO 6" ABOVE CEILING

GENERAL FLOOR PLAN NOTES

PARTITION LEGEND

DOOR ASSEMBLY NUMBER - REF. SCHEDULE ON A3

SHTS. FOR DESCRIPTION.

WINDOW ASSEMBLY NUMBER - REF. SCHEDULE ON A3

SHTS. FOR DESCRIPTION.

SPECIAL OPENING NUMBER (ROLLING DOOR) - REF.

SCHEDULE ON A3 SHTS. FOR DESCRIPTION.

ELEVATION REFERENCE

CALLOUT REFERENCE

WALL SECTION REFERENCE

STRUCTURAL STEEL COLUMN - REF. STRUCT.

DRAWINGS.

RD-1

A1.1 1

1

A1.1

1.01

1.01EXISTING LAY-IN CEILING AS SCHED.

SUSPENDED PLASTER SOFFIT WITH CONTROL JOINTS

AS SPEC. FINISH AS SCHED.

LAY-ON CEILING TO MATCH EXISTING

REFLECTED CEILING LEGEND

1) COORDINATE REFLECTED CEILING PLANS WITH EXISTING

MECHANICAL AND ELECTRICAL TO AVOID CONFLICTS. VERIFY

EXACT MOUNTING LOCATIONS OF ALL CEILING-MOUNTED

EQUIPMENT PRIOR TO INSTALLATION. CONTRACTOR SHALL

ASSUME RESPONSIBILITY FOR VERIFYING ALL ITEMS AND

EQUIPMENT IN CEILING

2) NEW / REPLACEMENT CEILING, MATCH TO EXISTING ADJACENT

CEILING IN QUALITY, SIZE AND COLOR

3) NEW / REPLACEMENT CEILING, MATCH TO EXISTING ADJACENT

HEIGHT.

REFLECTED CEILING PLAN GENERAL NOTES

FLOOR PLAN DOOR LEGEND

EXISTING DOOR TO REMAIN

(NO WORK)

NEW DOOR

AL - ALUMINUM AS SCHEDULED AND SPECIFIED

CTG - CLEAR TEMPERED GLASS

BF- BALLISTIC FILM APPLIED TO TEMPERED SAFETY GLASS

MAT- MATCH EXISTING TINT OR COLOR ON INSULATED

TEMPERED GLASS

1.) ALL SINGLE PAYNE OR INSULATED GLAZING THICKNESSES SHALL

BE PER SPECIFICATION SECTION 08800.

DOOR AND FRAME MATERIALS LEGEND

GLAZING LEGEND

DEFAULT DOORS

IF A DOOR ASSEMBLY APPEARS WITHIN THE WORK AREA ON THE

FLOOR PLANS BUT IS NOT IDENTIFIED BY A SCHEDULE NUMBER, THE

DOOR SHALL BE INCLUDED IN THE BID AS LISTED BELOW. THE

CONTRACTOR SHALL REQUEST CLARIFICATION FROM THE

ARCHITECT TO DETERMINE WHAT THE ACTUAL DOOR AND FRAME

TYPE AND HARDWARE REQUIREMENTS WILL BE. ADJUSTMENTS IN

CONTRACT PRICE WILL BE BASED ON THE DIFFERENCE BETWEEN

ACTUAL REQUIREMENTS AND THE DEFAULT DOOR VALUE.

TYPICAL NOTES

A) DOOR TYPES ARE INDICATED AS A MATERIAL-CONFIGURATION

CODE. THE MATERIAL CODE DESIGNATES MATERIALS AND

FINISHES AS SPECIFIED. REFER TO SPECIAL NOTES FOR NON-

TYPICAL FINISHES. THE CONFIGURATION CODE REFERS TO

TYPICAL OR SPECIAL CONFIGURATIONS AS DRAWN.

B) DOOR ASSEMBLIES ARE NUMBERED BY ASSEMBLY. MULTIPLE

SETS OF DOORS MAY OCCUR IN THE SAME FRAME ASSEMBLY

(REFER TO SCHEDULE AND PLAN FOR QUANTITY). DOORS MAY

OCCUR IN PAIRS (REFER TO SCHEDULE AND PLAN FOR

INCIDENCE).

C) FRAME CONFIGURATION IS DIAGRAMMATIC AND NOMINAL.

DIMENSIONS SHALL BE ADJUSTED TO ACCOMMODATE DOOR

SIZES AS SCHEDULED. WITHIN ANY HOLLOW METAL ASSEMBLY,

THE WIDTH OF SIDELITES SHALL BE EQUAL AND SHALL NOT

EXCEED 3'-0" U.N.O.

D) ALTERNATE FINISHES CAN SOMETIMES HAVE AN IMPACT ON

DETAILING (E.G. HALF OR OFFSET SADDLES EMPLOYED IN LIEU

OF STANDARD SADDLES WHEN ADJACENT TO THICKER FLOOR

FINISHES SUCH AS TERRAZZO OR QUARRY TILE). COORDINATE

DETAILS WITH FINAL FINISH SELECTIONS.

E) GLAZED FRAMES ASSOCIATED WITH 20-MINUTE OR 45-MINUTE

FIRE-RATED DOORS SHALL BE RATED 1-HOUR. GLAZED FRAMES

ASSOCIATED WITH 90-MINUTE FIRE-RATED DOORS SHALL BE

RATED 2-HOUR. GLAZING MUST MEET CODE REQUIREMENTS,

INCLUDING SIZE LIMITATIONS, IN FIRE-RATED FRAMES.

F) PROVIDE 2x BLOCKING @ MTL STUD WALLS FOR WALL

MOUNTED ITEMS LIKE; WALL STOPS, HOLD OPENS ETC.

G) REFER TO FLOOR PLANS AND EXTERIOR ELEVATIONS FOR

ALUMINUM FRAME LOCATIONS.

SPECIAL NOTES:

1. CONTRACTOR TO VERIFY DOOR WIDTH.

2.. REPLACE EXISTING DOORS WITH NEW DOORS

3. APPLY BALLISTIC FILM TO GLAZING

DOOR ASSEMBLY NOTES

TH - THRESHOLD

SEC - SECURITY CONTACTS (REF. ELEC. AND TECH.)

OH - DENOTES OPPOSITE HAND CONFIGURATION

SCHEDULE ABBREVIATIONS

DOOR NUMBER -

REF. SCHED.

FRAME TYPE - REF.

CONFIGURATION ELEV.

DOOR FRAME CONFIGURATIONS

FIN. FLOOR

8' -

2" ±

(F.V

.)

EQ. DOOR WIDTH EQ.

7

A2.12

8

A2.12

5

A2.12

3

A2.12

8' - 5 1/2" ± (F.V.)

DO

OR

HEI

GH

T1'

- 2"

± (F

.V.)

MATCH EXISTING

CTGCTG

BF

CTG

BF

GLAZING AS SCHED.

ALUM. FRAME AS SCHED.

TO REMAIN

EXISTING

EXISTING ALUMINUM FRAME

TO REMAIN, PRESERVE AND

PROTECT DURING

CONSTRUCTION

BREAK METAL CLOSURE TRIM

4 1/

2"

EXIST. WALL CONSTRUCTION

TO REMAIN - PRESERVE AND

PROTECT DURING DEMO

ALUM STOREFRONT PER TYPE

PROVIDE SHIM AS NEEDED

CONT. SEALANT EA. SIDE

APPROXIMATE LOCATION OF

EXISTING DUPLEX OUTLET.

RELOCATE TO SIDE OF NEW

STOREFRONT LOCATION

THAT DOES NOT REQUIRE

LENGTHENING CONDUCTOR

WIRES.

PROTECT AND REPAIR EXISTING

WALL PAINT

4 1/2"

LAY-IN GRID CEILING

METAL CORNER BEAD

TYP

RUNNER CHANNEL CONT. 5/8" GYP BD

MATCH EXISTING

4 7/8"

ALUM WINDOW PER SCHED.

CONT. SEALANT EA. SIDEPAINT TO MATCH CEILING

6"

METAL STUD HEADER

3 5/8" CFMF STUDS EXTENDED

TO STRUCTURE ABOVE

4 1/2"

PNT- PAINT

TC- TILE, CERAMIC

REFER TO PROJECT SPECIFICATIONS SECTION 01 6210 FOR

ADDITIONAL INFORMATION REGARDING FINISH MATERIALS AND

PAINT FINISH CODES.

X Y

MATERIAL TYPE

# #

FINISH COLOR AND MATERIAL

SIZE AS NOTED IN SPEC.

SECTION 01 6210

FINISH KEY

SF

STORE FRONT -

WIDE STILE DOOR

3' - 2

"

DOOR CONFIGURATIONS - ALUMINUM FRAMES

7' -

0"

5"8"

2' -

0"10

"

A CONCURRENT SEPERATE

PROJECT SCOPE CONSISTS

OF DOOR HARDWARE

REPLACEMENT & CAMPUS

ACCESSIBILITY UPGRADES

DOLPHINSNIMITZ

EQ1 EQ1 EQ2EQ2

ALIGN

PNT02

3' -

0"2'

- 8"

CONT. TREATED WOOD

BLOCKING

BACKER ROD AND SEALANT,

BOTH SIDES

ALUMINUM FRAME AS

SCHEDULED

EXISTING FLOOR TO REMAIN,

PRESERVE AND PROTECT

DURING CONSTRUCTION

1/2" MIN.1/2" MIN.

SAWCUT EXISTING FLOOR

LEAVEOUT UNDER ALUMINUM

FRAME, REF: 3/A1.12

GLAZING AS SCHEDULED

EXISTING

MILLWORK

TO REMAIN

EXISTING

MILLWORK

TO REMAIN

MAGNETIC

RELEASE

BUTTON

EXISTING ALUM.

FRAME TO

REMAIN

ROUTE LINE TO

PUSH BUTTON

RELEASE HIDDEN

UNDER COUNTER

ROUTE LINE TO PUSH

BUTTON RELEASE

HIDDEN UNDER COUNTER

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:

Copyright © 2019, Huckabee & Associates, Inc.

VOLUME

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A2.12

FLOOR & RCP PLANS,SCHEDULES AND DETAILS -

NIMITZ ES

3/13/2019

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1/8" = 1'-0"1FLOOR PLAN - NIMITZ ES

1/8" = 1'-0"2REFLECTED CEILING PLAN - NIMITZ ES

01806-02-04

KEY PLAN

PROJECT AREA

1/4" = 1'-0"9SF-A

3" = 1'-0"5JAMB DETAIL

1 1/2" = 1'-0"7JAMB DETAIL

1 1/2" = 1'-0"8HEAD DETAIL

A3 - DOOR ASSEMBLY SCHEDULE - ALUMINUM FRAMES NIMITZ ES

DOOR ASSEMBLY

DR TYPE

DOOR DESCRIPTION

JAMB HEAD SILL NOTESMARK FIRE RATE WIDTH HEIGHT GLAZING TH. H.O. SEC. PANIC

N1 AL-SF (PR) 3' - 0" 7' - 0" BF Yes 5&6/A2.12 7/A2.12 4/A2.12 3

1/8" = 1'-0"4INTERIOR ELEVATION - ALT. #1

3" = 1'-0"3SILL DETAIL

1/4" = 1'-0"6MAGNETIC RELEASE PUSH BUTTON ROUTING

Rev

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Dat

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3/7/

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12/1

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