Sheet No.Job No.

Drawn By:

Date:

Pro

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Copyright © 2019, Huckabee & Associates, Inc.

VOLUME

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A0.11

COVER SHEET - TOM

DANIELS ES

3/13/2019

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01806-02-03

Rev

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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

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 CAPACITY

3,380 (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: TOM DANIELS ELEMENTARY SCHOOL

SECURED VESTIBULE

C) LOCATION: 2002 SINGING WIND DRIVE

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: 80,267 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

4 4

6 6

340

340

340

160

340

340

680

340

LIMITS OF WORK

340

160

C4

C4

EXISTING CEILING TO

REMAIN, PROTECT DURING

CONSTRUCTION

D1

M9

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. 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

D2

W1 W1

F1

F1D4

UP UP

F2

RECEPTION LOBBY

04

SECURE VESTIBULE

03

F3 F3

F2

W3

D1

A CONCURRENT SEPERATE

PROJECT SCOPE CONSISTS

OF DOOR HARDWARE

REPLACEMENT & CAMPUS

ACCESSIBILITY UPGRADES

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:

Copyright © 2019, Huckabee & Associates, Inc.

VOLUME

3-13-19

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/201

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54:2

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JRC

A1.11

GENERAL DATA, CODEANALYSIS AND DEMOLITION

PLANS - TOM DANIELS ES

3/13/2019

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KE

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ARCHITECTURAL

A0.11 COVER SHEET - TOM DANIELS ES

A1.11 GENERAL DATA, CODE ANALYSIS AND DEMOLITION PLANS - TOM DANIELS ES

A2.11 FLOOR & RCP PLANS, SCHEDULES AND DETAILS - TOM DANIELS ES

ELECTRICAL

E1.11 ELECTRICAL FLOOR & RCP PLAN, SCHEDULES AND DETAILS - DANIELS ES

01806-02-03

TOM DANIELS ES

1/8" = 1'-0"4DEMO REFLECTED CEILING PLAN - TOM DANIELS ES

1/8" = 1'-0"5DEMO FLOOR PLAN - TOM DANIELS ES 0 100 150 20050

GRAPHIC SCALE

Rev

isio

n /

Dat

e

SECURE VESTIBULE

03

RECEPTION LOBBY

04

CENTER NEW STOREFRONT WITH

EXISTING COLUMN

NEW STOREFRONT TO MATCH EXISTING

LOCATION AT COLUMN

A2.11

5

TD-4 TD-3

SF-B

SF-A SF-A

SF-C

PROVIDE THRESHOLDS

UNDER DOORS

TD-5

OPP/SIM.

UP UP

A2.11

5

A2.11

4

TD-2 TD-1

SF-B

REINSTALLED EXISTING BUILDING

SIGNAGE. USE MASONRY ANCHORS

TO INSTALL SIGNAGE ON BRICK.

STACK WORDING TO READ

"TOM E. DANIELS

ELEMENTARY SCHOOL"

CENTERED ON WALL 8'-0" A.F.F. TO

BOTTOM OF LOWEST LETTER

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

1.01

TP02 - EXTENDED BEHIND

ALUM. FRAME 1/4"

ALUMINUM FRAME AS

SCHEDULED

EXISTING CONCRETE

COLUMN TO REMAIN

CL

EXISTING TILE TO

REMAIN

TP02 - EXTENDED BEHIND

ALUM. FRAME 1/4"

WOOD BLOCKING AS

REQUIRED

TP02 - EXTENDED BEHIND ALUM.

FRAME 1/4"

TP02 - EXTENDED BEHIND ALUM.

FRAME 1/4"

ALUMINUM FRAME AS SCHEDULEDALUMINUM FRAME AS SCHEDULED

EXISTING CONCRETE COLUMN

TO REMAIN

CL

WOOD BLOCKING AS REQUIRED WOOD BLOCKING AS REQUIRED

DOOR AS SCHEDULEDDOOR AS SCHEDULED

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

SF

STORE FRONT -

WIDE STILE DOOR

3' - 2

"

DOOR CONFIGURATIONS - ALUMINUM FRAMES

7' -

0"

5"8"

2' -

0"10

"

1/2"

MA

X.

COMPRESSED FOAM ROD W/

CONT. BED OF SEALANT

ALUMINUM THRESHOLD (SET

IN FULL BED OF MASTIC)

S.S. ANCHOR @ 8" O.C.

DOOR BOT. SEAL.

DOOR PER TYPE

EXISTING FLOOR TO REMAIN,

PRESERVE AND PROTECT

DURING CONSTRUCTION

WOOD BLOCKING

SHIM W/ CONT SEALANT EA SIDE

3/8" SHIM W/ CONT SEALANT

EA SIDE

ALUM WINDOW PER TYPE

FLOOR TILE

EXIST. WALL CONSTRUCTION

TO REMAIN - PRESERVE AND

PROTECT DURING DEMO

ALUM STOREFRONT

PER TYPE

PROVIDE SHIM AS

NEEDED

CONT. SEALANT EA. SIDE

FIN. FLOOR

14

A2.11

6

A2.11

2"

(F.V.)

1' - 10"

2"

DR WIDTH 2"

5' - 4" (F.V.)

DO

OR

HEI

GH

T2"

7' -

4"

CTG

MATCH EXISTINGOPENING

12

A2.11

14

A2.11

17

A2.11

FIN. FLOOR

4

A2.11

6

A2.11

EQ.EQ.6' - 0" (DOOR WIDTH)2" TYP.

13' - 1" (FIELD VERIFY)

DO

OR

HE

IGH

T

7' -

0"

3' -

0"

5

A2.11

CTG CTG CTG

BFBF

INTERNALLY STIFFEN

TOP RAIL AS REQUIRED

FOR UNSUPPORTED

SPAN

7

A2.11

4"

FIN. FLOOR

DO

OR

HEI

GH

T4'

- 7

1/2"

(F.V

.) VER

IFY

FIE

LD

3

A2.11

6

A2.11

11

A2.11

EQ. EQ. EQ. EQ.

13' - 1" (FIELD VERIFY)

MAT MAT MAT MAT

MAT MAT

13

A2.11

11' -

7 1

/2"

(F.V

.)2'

- 4

1/2"

(F.

V.)

BR- BASE, RUBBER

BSS- BASE, STAINLESS STEEL

PNT- PAINT

TP- TILE, PORCELAIN

NOTES APPLY TO ROOMS AS NOTED IN THE ROOM FINISH TAGS.

SEE TAG LAYOUT ABOVE.

1. PROVIDE SEALANT JT'S @ INSIDE CORNERS OF TILED WALLS

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

COMMENTS

FINISH KEY

SECURE VESTIBULE

03

RECEPTION LOBBY

04

DASHED LINE INDICATES

THE EXTENT OF PNT08, &

TP02. TERMINATE AT

INSIDE CORNER

UP UP

DASHED LINE INDICATES

THE EXTENT OF PNT01 &

BR01. TERMINATE AT

INSIDE CORNER.

TP01

TP02

TP01

DASHED LINE INDICATES

THE EXTENT OF TP02

DASHED LINE INDICATES

THE EXTENT TP02

A2.11

5

A2.11

4

A2.11

5

/17 A2.11

/17 A2.11

/16 A2.11

/16 A2.11

/16

A2.1

1

/16

A2.1

1

DASHED LINE INDICATES THE

EXTENT TP02A2.11

15

/17 A2.11

A CONCURRENT SEPERATE

PROJECT SCOPE CONSISTS

OF DOOR HARDWARE

REPLACEMENT & CAMPUS

ACCESSIBILITY UPGRADES

ALUM WINDOW PER SCHED.

INTERNALLY STIFFEN TOP RAIL AS

REQUIRED FOR UNSUPPORTED

SPAN

GLAZING PER SCHED.

EXISTING CMU

BOND BEAM

CONT SEALANT EA SIDE

ALUM DOOR FRAME

PROVIDE 3 ANCHORS

PER JAMB MIN

2 1/2" 4 1/2"

EXISTING GYP

BOARD WALL

EXISTING CONCRETE PANEL

ALUM WINDOW PER SCHED.

CONT. SEALANT EA. SIDE

GLAZING PER SCHED.

WOOD BLOCKING AS REQUIRED

4 1/2"

CMU- TO BE TOOTHED

INTO EXSITNG (MATCH

EXISTING SIZE)

CONT SEALANT EA SIDE

ALUM DOOR FRAME

PROVIDE 3 ANCHORS

PER JAMB MIN

2 1/2" 4 1/2"

EXISTING GYP BOARD

WALL

TILE AS SCHED.

CONC. SLAB

LVT FLOOR FINISH

AS SCHED.

ALUMINUM TRANSITION STRIP, EQ TO

SCHLUTER-RENO-U (BSS04)

5'-0"

FLOOR COVER

AS SCHED.

FULL HEIGHT TILE - REFER TO

ELEVS. FOR PATTERNS AND SIZE

GYP BD.

SCHLUTER-DILEX AHKA

EDGING, ALUM FINISH

(BSS01)

FLOOR COVER

AS SCHED.

ALUM. CORNER GUARD EQ. TO

SCHLUTER QUADEC (BSS03)

TILE WAINSCOT - REF

ELEVS FOR

PATTERNS & SIZES

GYP. BD.

SCHLUTER-DILEX AHKA

EDGING, ALUM FINISH

(BSS01)

EXISTING WALL TO

REMAIN

ALUM. CORNER

CAP EQ. TO SCHLUTER

IN/OUT CORNER 90 DEGREE

USE ALUM. EDGE TRIM EQ.

TO SCHLUTER SCHIENE (BSS02) AT

TOP OF WAINSCOT HEIGHT TILES

WHERE WALL FINISH

EXTENDS ACROSS WALL

E.J. OR C.J. PROVIDE 3/8"

WIDE VERTICAL JOINT TO

ALIGN WITH THE E.J. OR

C.J. PROVIDE SEALNT IN

JOINT CONT.

REF. FLOOR

PLAN FOR WALL

CONSTRUCTION

TILE AS

SPECIFIED

ALUM CORNER

GUARD EQ. TO

SCHLUTER

QUADEC (BSS03)

Sheet No.Job No.

Drawn By:

Date:

Pro

ject

:

Copyright © 2019, Huckabee & Associates, Inc.

VOLUME

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A2.11

FLOOR & RCP PLANS,SCHEDULES AND DETAILS -

TOM DANIELS ES

3/13/2019

.

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1

1/8" = 1'-0"1FLOOR PLAN - TOM DANIELS ES

01806-02-03

KEY PLAN

PROJECT AREA

3/4" = 1'-0"5PLAN DETAIL

3/4" = 1'-0"4PLAN DETAIL

A3 - DOOR ASSEMBLY SCHEDULE - ALUMINUM FRAMES TOM DANIELS

DOOR ASSEMBLY

DR TYPE

DOOR DESCRIPTION

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

TD-1 AL-SF (PR) 3' - 1 5/8" 7' - 0" MAT Yes Yes 10/A2.11 11/A2.11 SIM. 3/A2.11 1

TD-2 AL-SF (PR) 3' - 1 5/8" 7' - 0" MAT Yes Yes 11/A2.11 11/A2.11 SIM. 3/A2.11 1

TD-3 AL-SF (PR) 3' - 0" 7' - 0" BF Yes 4&5/A2.11 7/A2.11 6/A2.11

TD-4 AL-SF (PR) 3' - 0" 7' - 0" BF Yes 4&5/A2.11 7/A2.11 6/A2.11 3

TD-5 AL-SF 3' - 0" 7' - 2" CTG Yes 12/A2.11 3/A2.11

6" = 1'-0"3TYP THRESHOLDS

1 1/2" = 1'-0"6SILL DETAIL

1 1/2" = 1'-0"11JAMB DETAIL

1/4" = 1'-0"10SF-C

1/4" = 1'-0"8SF-A

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

1/8" = 1'-0"2FLOOR FINISH PLAN - TOM DANIELS ES

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

1 1/2" = 1'-0"12HEAD DETAIL

1 1/2" = 1'-0"13HEAD DETAIL

1 1/2" = 1'-0"14JAMB DETAIL

12" = 1'-0"17TRANSITION - TILE TO RESILIENT/CARPET

3/4" = 1'-0"16ISOMETRIC SECTION DTL - FLUSH MOUNTED CORNER GUARD

6" = 1'-0"15TYPICAL TILE CORNER DETAIL

Rev

isio

n /

Dat

e

3/7/

193/

12/1

9