te D R · cos concrete (sealed) cpt rolled carpet cptw wall carpet cpy canopy cs cast stone csm...
Transcript of te D R · cos concrete (sealed) cpt rolled carpet cptw wall carpet cpy canopy cs cast stone csm...
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
:
Copyright © 2019, Huckabee & Associates, Inc.
VOLUME
3-13-19
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A0.12
COVER SHEET - NIMITZ ES
3/13/2019
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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
3-13-19
C:\
Use
rs\jo
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b\D
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806-
02-0
1-04
_Sec
uri
ty V
esti
bu
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AR
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3/12
/201
9 3:
54:2
9 P
M
JRC
A1.12
GENERAL DATA, CODEANALYSIS AND DEMOLITION
PLANS - NIMITZ ES
3/13/2019
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2
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
3-13-19
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A2.12
FLOOR & RCP PLANS,SCHEDULES AND DETAILS -
NIMITZ ES
3/13/2019
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2
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
isio
n /
Dat
e
3/7/
193/
12/1
9