COVER SHEET - TOM · 2019-03-13 · cos concrete (sealed) cpt rolled carpet cptw wall carpet cpy...
Transcript of COVER SHEET - TOM · 2019-03-13 · cos concrete (sealed) cpt rolled carpet cptw wall carpet cpy...
Sheet No.Job No.
Drawn By:
Date:
Pro
ject
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Copyright © 2019, Huckabee & Associates, Inc.
VOLUME
3-13-19
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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
C:\
Use
rs\jo
el.c
rab
b\D
ocu
men
ts\1
806-
02-0
1-04
_Sec
uri
ty V
esti
bu
les_
AR
CH
_v17
_jo
el.c
rab
b.r
vt
3/12
/201
9 3:
54:2
5 P
M
JRC
A1.11
GENERAL DATA, CODEANALYSIS AND DEMOLITION
PLANS - TOM DANIELS ES
3/13/2019
.
KE
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VIL
LE IS
DS
EC
UR
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BU
LES
KE
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VIL
LE, T
EX
AS
1
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
3-13-19
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A2.11
FLOOR & RCP PLANS,SCHEDULES AND DETAILS -
TOM DANIELS ES
3/13/2019
.
KE
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EX
AS
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