P:\North Pocono School District\Misc 2015 Renovations

Transcription

VICINITY PLAN
PROJECT
LOCATION
2015 MISCELLANEOUS PROJECTS
LOCATION PLAN
MOSCOW, PENNSYLVANIA
PROJECT
LOCATION
NORTH POCONO
INTERMEDIATE SCHOOL
ARCHITECTURAL
GENERAL INFORMATION
FIRST & SECOND LEVEL REMOVAL PLANS
FIRST LEVEL COMPOSITE PLAN
SECOND LEVEL COMPOSITE PLAN
DOOR SCHEDULE AND DETAILS
ROOM FINISH SCHEDULE AND LEGEND
STAIR SECTIONS
STAIR SECTIONS
MAIN OFFICE:
200 ABINGTON EXECUTIVE PARK
CLARKS SUMMIT, PA 18411-2260
570-586-0719
LEHIGH VALLEY OFFICE:
1 WEST BROAD STREET, SUITE 1004
BETHLEHEM, PA 18018 - 5717
610-625-0096
WEBSITE: www.burkavagedesign.com
EMAIL:
[email protected]
FAX:
570-586-6549
CONSTRUCTION
DOCUMENTS
1-30-2015
CONTACT INFO:
MARK FREAR
BURKAVAGE DESIGN ASSOCIATES, LLC
CLARKS SUMMIT, PA 18411
(570) 586-0719
DWG. NO:
COVER SHEET - CS1.1
NORTH POCONO SCHOOL DISTRICT 2015 MISCELLANEOUS PROJECTS 1-30-2015
A0.0
A0.1I
A1.1I
A1.2I
A4.1I
A4.2I
A5.1I
A5.2I
INTERIOR CEILINGS (WITH PERIMETER RELIEF) - 50 FT MAXIMUM IN EITHER DIRECTION.
THE GENERAL CONTRACTOR SHALL APPLY FOR, OBTAIN AND PAY FOR ALL PERMITS,
FEES, INSPECTIONS AND APPROVALS BY LOCAL AUTHORITIES HAVING JURISDICTION
OVER THE PROJECT. PROVIDE COPIES OF ALL TRANSACTIONS TO OWNER. NOTIFY
ARCHITECT OF ANY VARIANCE WITH CODES IN FORCE. CONTRACTOR SHALL BE
RESPONSIBLE FOR COMPLIANCE WITH ORDERS OF ANY PUBLIC AUTHORITY BEARING ON
THE PERFORMANCE OF THE WORK.
INTERIOR CEILINGS (WITHOUT PERIMETER RELIEF) - 30 FT MAXIMUM IN EITHER DIRECTION.
EXTERIOR CEILINGS - 30 FT. MAXIMUM IN EITHER DIRECTION.
34.
4.
5.
6.
7.
8.
THE GENERAL CONTRACTOR SHALL PROVIDE, AND PAY FOR ALL MATERIALS, LABOR,
EQUIPMENT, TOOLS, CONSTRUCTION EQUIPMENT, WAREHOUSING, TRANSPORTATION
AND DELIVERY COSTS, HOISTING, REMOVAL OF TRASH AND DEBRIS, AND OTHER
FACILITIES AND SERVICES NECESSARY FOR THE EXECUTION AND COMPLETION OF THE
WORK.
THE GENERAL CONTRACTOR SHALL COORDINATE SCHEDULING, PROVISIONS FOR
INSTALLATION, LOCATIONS AND THE ACTUAL INSTALLATION OF ITEMS FURNISHED BY
OWNER OR BY OTHERS.
THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD. CONTRACT
DRAWINGS ARE NOT INTENDED TO REPRESENT EXACT DIMENSIONS. DIMENSIONS ARE
THE RESPONSIBILITY OF THIS CONTRACTOR FOR ALL PHASES INCLUDING BIDDING,
FABRICATION, COORDINATION AND CONSTRUCTION.
THE GENERAL CONTRACTOR SHALL SUBMIT FOR ARCHITECT'S REVIEW PRIOR TO
FABRICATION OR PURCHASE, SHOP DRAWINGS OR SAMPLES FOR ALL MILLWORK,
CUSTOM METALWORK, CUSTOM CASEWORK, AND ALL OTHER ITEMS AS REQUESTED BY
THE ARCHITECT FOR ALL ABOVE BUILDING STANDARD ITEMS.
35.
ALL INSULATION EXPOSED TO CEILING PLENUM IS TO BE FIRE AND DUST PROOF.
36.
ALL NEW SUPPLY AIR AND RETURN GRILLES SHALL BE LOCATED IN THE CENTER LINE OF
ACOUSTICAL TILES UNLESS OTHERWISE INDICATED ON PLANS.
37.
CONTRACTOR SHALL COMPLY WITH MANUFACTURER'S INSTRUCTIONS WHEN INSTALLING
AND/OR RE-LOCATING ANY EQUIPMENT AND FURNISHINGS.
38.
GENERAL CONTRACTOR SHALL VERIFY EQUIPMENT LOCATIONS WITH OWNER PRIOR TO
FINAL INSTALLATION.
39.
ALL PENETRATIONS THROUGH DRYWALL AND MASONRY SURFACES INCLUDING BUT NOT
LIMITED TO PIPE, CONDUIT, DUCTWORK, GRILLES, REGISTERS, DEVICE BOXES, HANGER
RODS, ETC. SHALL HAVE THEIR COMMON JOINTS WITH DRYWALL AND/OR MASONRY
CAULKED TO PROVIDE AN AIR-TIGHT SEAL.
40.
CONTRACTOR TO REMOVE ANY STRAY PAINT, DIRT, OR STAINS INCURRED DURING THE
CONSTRUCTION PROCESS. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING ALL
TEMPORARY EQUIPMENT COVERINGS USED DURING CONSTRUCTION AND SHALL ALSO BE
RESPONSIBLE FOR REMOVING HIS TRASH FROM THE JOB SITE DAILY.
THE GENERAL CONTRACTOR SHALL MAINTAIN ALL EXITS, EXIT LIGHTING, FIRE
PROTECTION DEVICES AND LIFE SAFETY SYSTEMS IN WORKING ORDER WHEN APPLICABLE.
41.
9.
10.
11.
12.
13.
THE GENERAL CONTRACTOR SHALL PROVIDE A WARRANTY TO THE OWNER THAT ALL
MATERIALS, AND EQUIP. FURNISHED AND INSTALLED UNDER THIS CONTRACT SHALL BE
NEW, UNLESS OTHERWISE SPECIFIED, AND THAT ALL WORK SHALL BE OF GOOD QUALITY,
FREE FROM FAULTS AND DEFECTS AND SHALL CONFORM TO THE CONTRACT DOCUMENTS.
15.
REFER TO MECHANICAL, PLUMBING AND ELECTRICAL DRAWINGS FOR DETAILS OF UTILITY
WALL PENETRATIONS.
43.
ALL DRYWALL USED ONLY UNDER CERAMIC TILE IS TO BE MOISTURE RESISTANT.
44.
ANY STEEL REQUIRED NOT SHOWN ON THE STRUCTURAL DRAWINGS IS TO BE
FURNISHED BY THE MISCELLANEOUS IRON CONTRACTOR. CONTRACTOR SHALL SUBMIT
SHOP DRAWINGS FOR ARCHITECTS APPROVAL OF ALL MISC. IRON REQUIRED
GENERAL CONTRACTOR IS TO COORDINATE WITH ALL TRADES FOR CEILING
PENETRATIONS AND PROVIDE BRACING FOR SUPPORT AS NECESSARY FOR PROPER
INSTALLATION.
45.
ALL STRUCTURAL STEEL AND/OR MISCELLANEOUS STEEL MEMBERS SHALL BE SUPPLIED
WITH ONE SHOP COAT OF PRIMER.
GENERAL CONTRACTOR TO COORDINATE WITH E.C. THE MOUNTING HEIGHT OF ALL
SWITCHES AND OUTLETS AT MILLWORK, COUNTERS, SHELVING, SINKS, ETC.
46.
WHERE TWO DISSIMILAR METALS MEET, PAINT FACE OF ONE WITH BITUMINOUS PAINT.
47.
PROVIDE OPENINGS AS REQUIRED FOR MECH. AND ELECT. EQUIPMENT. DRYWALL
CONTRACTOR TO PROVIDE STUD BRACING AS REQUIRED TO STABILIZE WALLS ABOVE
CEILINGS AT HIGH AND LOW PARTITIONS.
GENERAL CONTRACTOR IS TO COORDINATE WITH ALL TRADES FOR CEILING
PENETRATIONS AND PROVIDE BRACING FOR EXTRA SUPPORT AS NECESSARY FOR
PROPER INSTALLATION.
GENERAL CONTRACTOR IS TO PROVIDE TEMPORARY WATERTIGHT WEATHERPROOF
CLOSURES AT ALL ROOF OPENINGS UNTIL AFTER INSTALLATION OF MECHANICAL UNITS,
DRAINS, VENTS, ETC.
49.
THE GC SHALL PROCURE MATERIALS SO AS NOT TO DELAY SUBSTANTIAL COMPLETION.
NOTIFY ARCHITECT WITHIN 5 DAYS OF EXECUTION OF CONTRACT OF ANY MATERIAL
DELIVERY WHICH COULD DELAY COMPLETION OF CONTRACT.
51.
17.
18.
ALL WORK SHALL BE PERFORMED BY THE GENERAL CONTRACTOR UNLESS OTHERWISE
NOTED. ALL REFERENCES TO THE "CONTRACTOR" INCLUDE THE GENERAL CONTRACTOR
AND ANY SUBCONTRACTORS.
ANY AREA OUTSIDE THE LIMITS OF CONSTRUCTION DISTURBED BY OPERATIONS OF THE
CONTRACTOR SHALL BE RESTORED AT THE CONTRACTORS EXPENSE.
THE ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR ERRORS, OMISSIONS OR DELAYS
BY THE CONTRACTOR.
20.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACTS AND OMISSIONS OF THE
CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THEIR AGENTS / EMPLOYEES, AND
ANY OTHER PERSON(S) PERFORMING ANY WORK UNDER A CONTRACT WITH THE
CONTRACTOR.
21.
OTHER CONTRACTORS AND THEIR SUBCONTRACTORS MAY BE WORKING ON THE
PREMISES SIMULTANEOUSLY WITH-IN THE DURATION OF THIS CONTRACT. NO ACTION
SHALL BE TAKEN ON THE PART OF THIS CONTRACTOR OR ANY SUBCONTRACTOR TO
IMPEDE THE ACCESS OR OPERATION OF ANY OTHER CONTRACTOR ON THE PREMISES,
UNION OR NON-UNION.
22.
WORK WITH ALL TRADES ON THE PROJECT NOT UNDER CONTRACT TO THE CONTRACTOR
(I.E.: TELEPHONE, COMPUTER INSTALLERS, ETC.). ANY CHANGES OR DELAYS ARISING
FROM CONFLICTS BETWEEN SUCH TRADES SHALL BE THE RESPONSIBILITY OF THE
CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.
23.
DO NOT SCALE DRAWINGS. DIMENSIONS GOVERN. LARGE SCALE DETAILS GOVERN OVER
SMALL SCALE DETAILS.
CONTINUOUS WOOD BLOCKING SHALL BE PROVIDED AT DRYWALL PARTITIONS FOR ALL
CABINET WORK AT TOP AND BOTTOM OF WALL MOUNTED UNITS AND UNDER COUNTER
TOP LEVEL OF BASE CABINET.
WHEREVER A FOAM BACKER ROD AND SEALANT ARE USED, THE SEALANT AND BACKER
ROD MUST BE COMPATIBLE WITH EACH OTHER. USE A SIZE BACKER ROD THAT
COMPRESSES 25% WHEN INSERTED INTO THE JOINT. (TYPICAL ALL JOINTS)
52.
ALL EXTERIOR WINDOWS, DOORS, LOUVERS, VENTS, EXHAUST FANS, PIPE
PENETRATIONS, AND ALL OTHER PENETRATIONS THRU EXTERIOR WALLS SHALL BE
SEALED ALL AROUND WITH SEALANT. (BOTH ON EXTERIOR AND INTERIOR SIDES)
53.
ALL OPENINGS / PENETRATIONS IN FIRE RATED WALLS, FLOORS AND CEILINGS SHALL BE
SEALED WITH APPROVED U.L. LISTED THRU PENETRATION FIRE STOP SYSTEM.
EACH TRADE SHALL SUBMIT A FIRE-STOPPING SCHEDULE WITH U.L. SYSTEM CUT SHEETS
FOR EACH SITUATION. IF ENGINEERING JUDGEMENTS ARE REQUIRED THEY MUST ALSO
BE SUBMITTED
54.
ALL MASONRY WEEP HOLES MUST BE LOCATED ABOVE GRADE, CONCRETE WALKS,
PAVEMENT MULCH, ETC. DO NOT COVER UNDER ANY CIRCUMSTANCES. CONSTRUCTION
MANAGER IS RESPONSIBLE TO COORDINATE WITH MASONRY CONTRACTOR AND ALL CIVIL
WORK (TYPICAL).
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR, AND HAVE CONTROL OVER, ALL
CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR
COORDINATING ALL PORTIONS OF THE WORK REQUIRED BY THE CONTRACT DOCUMENTS.
19.
24.
ALL COLUMN COVERS ARE TO EXTEND FROM CONCRETE FLOOR TO 6" ABOVE CEILING
UNLESS OTHERWISE NOTED.
GENERAL CONTRACTOR IS RESPONSIBLE FOR KEEPING ALL WEEP JOINTS AROUND
WINDOWS AND EXTRUDED ALUM. STORE FRONTS FREE OF SEALANT.
50.
16.
THE CONTRACTOR SHALL PERFORM ALL CUTTING AND WELDING IN COMPLIANCE WITH
THE PUBLISHED STANDARDS OF NFPA. THE CONTRACTOR SHALL PROVIDE FIRE
WATCHES FOR ALL CUTTING, GRINDING, AND WELDING OPERATIONS. THE TRAINING OF
THESE FIRE WATCHES AND THE USE OF THE CONTRACTOR'S SUPPLIED FIRE
EXTINGUISHERS IS THE RESPONSIBILITY OF THE CONTRACTOR.
42.
THE GENERAL CONTRACTOR SHALL EXAMINE ALL SURFACES TO DETERMINE THAT THEY
ARE SOUND, DRY, CLEAN AND READY TO RECEIVE FINISHES PRIOR TO INSTALLATION.
START OF INSTALLATION SHALL IMPLY ACCEPTANCE OF SUBSTRATE AND SHALL NOT BE
GROUNDS FOR CLAIMS AGAINST IMPROPER PERFORMANCE OF INSTALLED MATERIALS.
ADVISE ARCHITECT OF ANY EXISTING CONSTRUCTION NOT LEVEL, SMOOTH AND PLUMB
WITHIN INDUSTRY STANDARDS PRIOR TO START OF CONSTRUCTION.
48.
14.
ALL PENETRATIONS THROUGH RATED WALLS ARE TO BE SEALED TO MAINTAIN INTEGRITY
OF WALL CONSTRUCTION AND RATING.
BD
BLDG.
BLK
BM
BRG
BRK
BS
BTM
BOARD
BUILDING
BLOCK(ING)
BEAM
BEARING
BRICK
BOTTOM OF SLAB
BOTTOM
C.J.
CLO.
CLG
CLR
CMU
C.O.
COL
CONC
CONT
CORR
COV
CPT
CT/CER
CONTROL OR CONSTRUCTION JOINT
CLOSET
CEILING
CLEAR
CONCRETE MASONRY UNIT
CLEAN OUT
COLUMN
CONCRETE
CONTINUOUS
CORRIDOR
COVER
CARPET
CERAMIC TILE/CERAMIC
D OR DRN
DBL
DET
D.F.
DIA
DIM
DIV. STRIP
DN
D.O.
DP
DR
D.S.
DT
D.W.
DWG
DRAIN
DOUBLE
DETAIL
DRINKING FOUNTAIN
DIAMETER
DIMENSION
DIVIDER STRIP
DOWN
DITTO
DAMPPROOF(ING)
DOOR
DOWN SPOUT
DRAIN TILE
DISH WASHER
DRAWING
EA
E.J.
EIFS
ELEC
EL
ELEV
ENCL
EQ
EQUIP
EX /EXIST
EXP
EXT
EACH
EXPANSION JOINT
EXTERIOR INSUL. FINISH SYSTEM
ELECTRICAL
ELEVATION
ELEVATOR
ENCLOSURE
EQUAL
EQUIPMENT
EXISTING
EXPANSION
EXTERIOR
FA
F.C.U.
F.D.
FE
FEC
F.F. /FIN. FL.
FIN
FL.
FLSH
FLUOR
FR(G)
F.O.S.
FT
FUR
FVC
GA
GALV
G.C.
G.I.
GL
GM
GR
GWB
GYP.BD / GWB
FRESH AIR
FAN COIL UNIT
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR
FINISH
FLOOR
FLASHING
FLUORESCENT
FRAME(ING)
FACE OF STUDS
FEET OR FOOT
FURRING
FIRE VALVE CABINET
GAGE OR GAUGE
GALVANIZE
GENERAL CONTRACTOR
GALVANIZED IRON
GLASS
GALVANIZED METAL
GRADE
GYPSUM WALL BOARD
GYPSUM BOARD
H.B.
H.C.
H/C
HDW
HDWD
H.M.
HOR
HT
HTR
I.D.
INFO
INSUL
INT
INV
HOSE BIB
HOLLOW CORE
HANDICAP
HARDWARE
HARDWOOD
HOLLOW METAL
HORIZONTAL
HEIGHT
HEATER
INSIDE DIAMETER
INFORMATION
INSULATION OR INSULATED
INTERIOR
INVERT
JAN
JT
KO
LAM
LAV
LP
LT
JANITOR
JOINT
KNOCKOUT
LAMINATE
LAVATORY
LOW POINT
LIGHT
MFGR / MANUF.
MAS
MATL
MAX
MC
MANUFACTURER
MASONRY
MATERIAL
MAXIMUM
MEDICINE CABINET
MECHANICAL
MEMBRANE
METAL
MINIMUM
MIRROR
MISCELLANEOUS
MASONRY OPENING
MOVABLE
MARBLE THRESHOLD
N
NIC
NOM
NO.
NTS
NORTH
NOT IN CONTRACT
NOMINAL
NUMBERS
NOT TO SCALE
O.C.
OFF
O.H.
OPNG
OPP
O.S.B.
OVHD
ON CENTER
OFFICE
OPPOSITE HAND
OPENING
OPPOSITE
ORIENTED STRAND BOARD
OVERHEAD
P.LAM.
PTN.
PC
P.C.PL
P.H.
PL
PLAS
PLUM
PLYW'D.
PNL
POL
PR
PSF
PSI
PTD
PTS
PLASTIC LAMINATE
PARTITION
PRECAST
PORTLAND CEMENT PLASTER
PAPER HOLDER
PROPERTY LINE
PLASTER
PLUMBING
PLYWOOD
PANEL
POLISHED
PAIR
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
PAINTED
POINTS
Q.T.
R
R. VENT
REF
REINF
REQ'D.
RET
REV
RM
RO
RSTRM
RADIUS
RANGE VENT
REFRIGERATOR
REINFORCE
REQUIRE(D)
RETURN
REVISE,REVISION
ROOM
ROUGH OPENING
RESTROOM
SAN
SAN. ST.
SC
SCR
SECT
SCHED
SCU
SF
SHT
SIM
SP
SPLSH. BLK.
SPEC
SPR
SQ
S.S.
STN
STL
STG/STOR
SUSP
STRUCT
SANITARY
SANITARY STACK
SOUND CONTROL
SCREEN
SECTION
SCHEDULE, SCHEDULED
SELF-CONTAINED UNIT
SQUARE FOOT (FEET)
SHEET
SIMILAR
STANDPIPE
SPLASH BLOCK
SPACIFICATION
SPRINKLER
SQUARE
STAINLESS STEEL
STAIN(ED)
STEEL
STORAGE
SUSPEND, SUSPENDED
STRUCTURAL, STRUCTURE
T
T&B
T&G
TEL
TEMP
TH
THK
THRU
T.O.C.
T.O.S.
TRTD
TYP
TILE
TOP AND BOTTOM
TONGUE AND GROOVE
TELEPHONE
TEMPERED
THRESHOLD
THICK, THICKNESS
THROUGH
TOP OF CURB
TOP OF SLAB
TREATED
TYPICAL
U.L.
UNFIN
UNDERWRITERS LABORATORY
UNFINISHED
V
VCT
VENT
VERT
VEST
V.I.F.
V.W.C.
VOL
VENT
VINYL COMPOSITION TILE
VENTILATE
VERTICAL
VESTIBULE
VERIFY IN FIELD
VINYL WALL COVERING
VOLUME
W
W/
WxH
WC
WD
WH
WK
WP
WT
WIDTH
WITH
WIDTH x HEIGHT
WATER CLOSET
WOOD
WATER HEATER
WORK
WATERPROOF
WEIGHT
&
@
'
"
#
AND
AT
FEET
INCHES
POUNDS
SECTION
NUMBER
NEW DOOR
#
A#.# A#.#
PERFORM ALL WORK AND INSTALL MATERIALS IN STRICT ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS AND INSTRUCTIONS AND IN A MANNER CONSISTENT
WITH INDUSTRY STANDARD OF WORKMANSHIP.
WORK DAMAGED DURING CONSTRUCTION OR NOT CONFORMING TO SPECIFIED
STANDARDS, TOLERANCES OR MANUFACTURER'S INSTRUCTIONS FOR INSTALLATION
SHALL BE REPLACED, BY THE CONTRACTOR, AT NO ADDITIONAL CHARGE TO THE OWNER.
X
OFFICE
LIBRARY
OFFICE
132 sqft
1 occupants
OFFICE
965 sqft
1935 sqft
10 occupants
39 occupants
WORK
ROOM
254 sqft
3 occupants
65 TOTAL OCCUPANTS
IN SPACE
CONF.
176 sqft
12 occupants
32 OCCUPANTS
33 OCCUPANTS
180 occupants
allowed
DF
TAPE
ROOM
180 occupants
allowed
QUARRY TILE
GRAPHIC CONVENTIONS
DWG DETAIL
LOCATED ON
INDICATES
SECTION KEY
DWG DETAIL
CAME FROM
EXISTING DOOR
25.
MECH
MEMB
MET, MTL
MIN
MIR
MISC
M.O.
MOVE
M.T.
BY
PARTITIONS - 30 FT. MAXIMUM IN EITHER DIRECTION.
ACOUSTICAL CEILING TILE
ABOVE FINISHED FLOOR
AIR HANDLING UNIT
ALUMINUM
ARCHITECTURAL
ASPHALT
ATTACHMENT
LIBRARY EGRESS PLAN
1/8" = 1'-0"
MAIN OFFICE:
570-586-0719
610-625-0096
EMAIL:
[email protected]
FAX:
570-586-6549
F.E.
DEMOLITION TAG
SURFACE MOUNT FIRE EXTINGUISHER
26.
27.
VERIFY ALL KEYING REQUIREMENTS OF ALL LOCKS WITH OWNER AND/OR THEIR AGENTS.
111
28.
INDICATES DOOR NUMBER
RECESSED FIRE EXTINGUISHER CABINET
24 HOURS PRIOR TO OCCUPANCY OF ANY PHASE, THE CONTRACTOR SHALL
THOROUGHLY CLEAN ALL SURFACES OF DUST, DEBRIS, LOOSE CONSTRUCTION
MATERIAL AND EQUIPMENT. VACUUM OR MOP ALL FLOORS AND CLEAN WINDOWS.
F.E.
P-X
ROOM NAME
NO.
X
DETAIL NUMBER
A-X A-X
DWG DETAIL
LOCATED ON
PARTITION TYPE TAG
FLOOR DRAIN
(REFER TO PLUMBING DWGS.)
F.D.
SUBSTANTIAL COMPLETION SHALL BE THE DATE ON WHICH THE PREMISES ARE
AVAILABLE FOR OCCUPANCY FROM THE CONTRACTOR AND SHALL BE AS DEFINED IN AIA
DOCUMENT A201. ADDITIONAL TOUCH-UP OR MINOR INSTALLATION WORK MAY BE
INCOMPLETE.
DWG DETAIL
CAME FROM
INDICATES ROOM NAME
AND NUMBER
INDICATES
DETAIL TAG
DESIGNED BY:
DRAWN BY:
DATE:
JOB NO.:
SCALE:
29.
30.
FOR A PERIOD OF ONE YEAR BEGINNING AT THE DATE OF SUBSTANTIAL COMPLETION,
CONTRACTOR SHALL PROMPTLY CORRECT WORK FOUND NOT TO BE IN ACCORDANCE
WITH THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BEAR ALL COST OF
CORRECTIONS.
CONTRACTOR SHALL FULLY AQUAINT HIMSELF WITH THE CONDITIONS OF THE CONTRACT,
LOCAL CONDITIONS RELATING TO LOCATION, ACCESSIBILITY AND GENERAL CHARACTER
OF THE CONSTRUCTION SITE AND LOCAL LABOR CONDITIONS SO THAT HE UNDERSTANDS
THE NATURE, EXTENT, DIFFICULTIES, AND RESTRICTIONS RELATED TO THE EXECUTION
OF WORK. NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO COMMENCING WORK.
R E V I S I O N S
3.
THE GENERAL CONTRACTOR SHALL ISSUE COMPLETE SETS OF THE CONTRACT
DOCUMENTS TO EACH OF THE SUBCONTRACTORS FOR COORDINATION OF THEIR WORK
AND DESCRIPTION OF SCOPE. COORDINATE ALL DEMOLITION AND CONSTRUCTION WITH
OTHER TRADES.
CONTROL JOINTS IN GYPSUM BOARD PARTITIONS AND GYPSUM BOARD CEILINGS SHALL
BE SPACED AS FOLLOWS UNLESS OTHERWISE NOTED:
AC.T.
AFF
AHU
ALUM
ARCH
ASPH
ATTCHMT
DATE
2.
CONTRACTOR IS TO PROVIDE ALL MISC. FRAMING, BLOCKING, ETC. TO HANG SCREENS,
BULLETIN BOARDS, RAILS, TOILET ACCESSORIES, WOODWORK, ETC.
STAIR
DESCRIPTION
33.
DN
SYM.
32.
CONTRACTOR SHALL FRAME AND FINISH WHERE NECESSARY ALL MECHANICAL AND
ELECTRICAL WALL PENETRATIONS.
NORTH POCONO INTERMEDIATE SCHOOL
GENERAL INFORMATION
31.
THE GENERAL CONTRACTOR SHALL INVESTIGATE JOB SITE TO COMPARE CONTRACT
DOCUMENTS AND EXISTING CONDITIONS. INCLUDE COST FOR ALL WORK DESCRIBED IN
CONTRACT DOCUMENTS AND REQUIRED OR IMPLIED BY EXISTING CONDITIONS. NOTIFY
ARCHITECT OF ANY CONFLICTS BETWEEN EXISTING CONDITIONS AND NEW WORK,
OMISSIONS OR CONFLICTS IN THE DRAWINGS AND ANY RESTRICTIONS RELATED TO THE
EXECUTION OF THE WORK.
1.
ABBREVIATIONS
NORTH POCONO SCHOOL DISTRICT
GENERAL NOTES
WESCOTT
FREAR
1-30-2015
14014.00
As indicated
DWG. NO.:
A0.0
BUILDING NORTH
ELEVATION
NUMBER
INDICATES
ELEVATION KEY
A-X
DRAWING
NUMBER
ALL DIMENSIONS AND EXISTING
CONDITIONS SHALL BE VERIFIED
BY THE CONTRACTOR IN THE
FIELD
CONSTRUCTION
DOCUMENTS
CORRIDOR
EXISTING TOILET AND SINK TO BE
REMOVED. ALL SUPPLY AND SANITARY
LINES TO BE CUT AND CAPPED
UV
UV
SUPER.
BOARD
ROOM
BUSINESS
ADMIN.
EXTENT OF EXISTING
PARTITION REMOVAL
(SHOWN DASHED)
STOR.
EXISTING TOILET
ACCESSORIES (SHOWN
DASHED) TO BE REMOVED
STOR.
WORK
ROOM
SPECIAL
EDUCATION
INSTR. SUPPORT
CLASSROOM
BOYS
TOILET
PAYROLL
GIRLS
TOILET
DATE
DISTRICT
OFFICE
LOBBY
VEST.
NOTE:
EXISTING TOILETS AND SINKS TO BE REMOVED WHERE NOTED:
DISCONNECT AND REMOVE EXISTING WATER CLOSET/FLUSH VALVE
ASSEMBLY AND SINK/FAUCET ASSEMBLY, ASSOCIATED PIPING,
SUPPORT, ETC. TO ACCOMMODATE NEW WORK - CAP PIPING WHERE
REQUIRED AT WALL. (PATCH WALL TO MATCH EXISTING).
BY
ACCT.
PAYABLE
UV
STORAGE
REMOVE EXISTING SHELF
ABOVE SINK AND RECESSED
SOAP DISPENSER
FILES
J.C.
EP
DF
DF
EXISTING DOORS TO BE REMOVED BY G.C. AND
HANDED OVER TO OWNER. EXISTING FRAME TO
REMAIN.
WAITING
OFFICE
A4.1I
OPEN
OFFICE
STAIR
CLASSROOM
WORK SHOWN IN HATCHED AREA TO BE BY THE
ABATEMENT CONTRACTOR. DEMO INCLUDES BUT IS NOT
LIMITED TO THE FOLLOWING (EXTENT TO BE VERIFIED IN
FIELD - SEE SECTION FOR MORE INFO):
REMOVAL OF STAIR FROM 1ST LEVEL TO 2ND
LEVEL (LANDINGS TO REMAIN, UPPER LEVEL
STAIR FROM 2ND LEVEL TO MECH. SPACE AND
RAILS TO REMAIN)
REMOVAL OF HANDRAILS FROM 1ST LEVEL TO
2ND LEVEL (UPPER LEVEL STAIR FROM 2ND
LEVEL TO MECH. SPACE AND RAILS TO REMAIN)
REMOVAL OF PARTITION WALL FROM 1ST
LEVEL TO UNDERSIDE OF STAIRS AND 2ND
LEVEL LANDING.
REMOVAL OF FLOOR TILE AT INTERMEDIATE
(LIBRARY) LANDING AND ALL STAIR TREADS AND
UPPER MECHANICAL AREA LANDING
1
UP
OFFICE
REMOVAL OF DOORS AND FRAME BY
G.C. AS SHOWN IN ELEVATION.
OFFICE
OPEN
OFFICE
OFFICE
OFFICE
LIBRARY
STOR.
WORK
ROOM
UV
UV
CLASSROOM
SYM.
DN
DESCRIPTION
UP
R E V I S I O N S
NW STAIRS
CEILING
GRILLE
UV
CONF.
TAPE
ROOM
DF
1/8" = 1'-0"
EXISTING TOILET AND SINK TO BE
REMOVED. ALL SUPPLY AND SANITARY
LINES TO BE CUT AND CAPPED
UV
UV
PREP
SCIENCE
ROOM
INSTRUCTION
PLANNING
UV
REMEDIAL
READING
CLASSROOM
REMOVE EXISTING SHELF
ABOVE SINK AND RECESSED
SOAP DISPENSER
EXTENT OF EXISTING
PARTITION REMOVAL
(SHOWN DASHED)
EXISTING TOILET
ACCESSORIES (SHOWN
DASHED) TO BE REMOVED
EXTENT OF EXISTING
PARTITION REMOVAL
(SHOWN DASHED)
SCIENCE
LAB
CLASSROOM
BOYS
TOILET
CANOPY
ROOF
COMPUTER ROOM
NOTE:
EXISTING TOILETS AND SINKS TO BE REMOVED WHERE NOTED:
DISCONNECT AND REMOVE EXISTING WATER CLOSET/FLUSH VALVE
ASSEMBLY AND SINK/FAUCET ASSEMBLY, ASSOCIATED PIPING, SUPPORT,
ETC. TO ACCOMMODATE NEW WORK - CAP PIPING WHERE REQUIRED AT
WALL. (PATCH WALL TO MATCH EXISTING).
GIRLS
TOILET
MAIN OFFICE:
570-586-0719
610-625-0096
EMAIL:
[email protected]
FAX:
570-586-6549
PREP.
STORAGE
STAIR
UV
UP
STAIR
DN
SPECIAL
EDUCATION
CLASSROOM
LIBRARY
UV
UV
CLASSROOM
WORK SHOWN IN HATCHED AREA TO BE BY THE
ABATEMENT CONTRACTOR. DEMO INCLUDES BUT IS NOT
LIMITED TO THE FOLLOWING (EXTENT TO BE VERIFIED IN
FIELD - SEE SECTION FOR MORE INFO):
REMOVAL OF STAIR FROM 1ST LEVEL TO 2ND
LEVEL (LANDINGS TO REMAIN, UPPER LEVEL
STAIR FROM 2ND LEVEL TO MECH. SPACE AND
RAILS TO REMAIN)
REMOVAL OF HANDRAILS FROM 1ST LEVEL TO
2ND LEVEL (UPPER LEVEL STAIR FROM 2ND
LEVEL TO MECH. SPACE AND RAILS TO REMAIN)
REMOVAL OF PARTITION WALL FROM 1ST
LEVEL TO UNDERSIDE OF STAIRS AND 2ND
LEVEL LANDING.
REMOVAL OF FLOOR TILE AT INTERMEDIATE
(LIBRARY) LANDING AND ALL STAIR TREADS AND
UPPER MECHANICAL AREA LANDING
CLASSROOM
UV
STORAGE
2
A0.1I
SECOND LEVEL REMOVAL PLAN
I.
CONTRACTOR SHALL NOT CONSIDER REMOVAL NOTES TO BE ALL INCLUSIVE. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO INSPECT AND ASSESS EACH AREA AND TO FULFILL THE INTENT OF THE WORK
INDICATED BY THE CONTRACT DOCUMENTS. CONTRACTOR SHALL VERIFY ALL CONDITIONS AND
DIMENSIONS WITHIN THE CONTRACT LIMITS. DEVIATIONS FROM THE CONTRACT DOCUMENTS
NECESSITATED BY FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT
DESIGNED BY:
J.
CONTRACTOR TO REMOVE & REINSTALL OR REPLACE (IF DAMAGED) ANY CEILING TILES AS NECESSARY
ON ALL FLOORS THAT REQUIRE ACCESS FOR REMOVAL WORK SHOWN ON OTHER TRADE(S) DRAWINGS.
DRAWN BY:
K.
WHERE ANY EXISTING CONSTRUCTION (I.E., PARTITIONS, FLOORS AND BASES, DOOR AND WINDOW
FRAMES, CEILINGS, VWC, CASEWORK, EQUIPMENT, HVAC, ELECTRICAL DEVICES, JUNCTION BOXES, DATA
OUTLETS, RECEPTACLES AND PLUMBING FIXTURES) ARE REMOVED OR ALTERED, REPAIR ALL ADJACENT
SURFACES DISTURBED BY REMOVAL OR ALTERATION WORK AND PREPARE EXIST. SURFACES TO
RECEIVE NEW CONSTRUCTION AND/OR NEW SCHEDULED FINISHES. PATCH AND LEVEL FLOORS AT ALL
PARTITION AND FLOORING REMOVAL.
1/8" = 1'-0"
DEMOLITION LEGEND
GENERAL REMOVAL AND CONSTRUCTION NOTES
A.
ALL RENOVATIONS SHALL BE DONE IN A MANNER THAT WILL CAUSE THE LEAST POSSIBLE
INTERFERENCE WITH THE DAILY OPERATION OF THE BUILDING AND OCCUPANTS OR ANY ESSENTIAL
SERVICE THEREOF.
L.
WHERE NEW CONSTRUCTION OCCURS IN EXISTING WALLS OR PARTITIONS WHICH ARE FIRE RATED,
MATERIALS USED SHALL BE SUFFICIENT TO MAINTAIN FIRE RATING.
B.
ALL EXITS, EXIT DISCHARGES, EXIT ACCESS AND FIRE DETECTION SYSTEMS SHALL BE MAINTAINED
FOR THE DURATION OF THE RENOVATION.
M.
C.
ALL RENOVATIONS SHALL BE COMPLETED IN ACCORDANCE WITH ALL APPLICIABLE BUILDING CODES.
AT NEW DOORS, CORRIDOR OPENINGS OR CONNECTIONS AND WHERE PARTITIONS ARE REMOVED,
REMOVE EXISTING FLOORING AND BASES TO EXTENT REQUIRED FOR NEW UNDERLAYMENT TO
PROVIDE A SMOOTH TRANSITION. THE SUBSURFACE SHALL BE PATCHED AND TREATED TO PRODUCE A
SURFACE WHICH WILL ELIMINATE "TELEGRAPHING" OF EXISTING JOINTS THROUGH THE NEW FLOORING.
D.
ANY SHUTDOWN OF EXISTING SYSTEMS MUST BE COORDINATED WITH THE OWNER'S REPRESENTATIVE.
N.
E.
ANY EXISTING UNSEALED PENETRATIONS THROUGH FIRE RATED WALLS, FLOORS, OR CEILINGS SHALL
BE ADDRESSED DURING THE RENOVATION.
UNLESS OTHERWISE NOTED ON DOCUMENTS, ALL PAINTING SHALL BE FROM A BREAK IN PLANE TO A
BREAK IN PLANE REGARDLESS OF AREA ACTUALLY REPAIRED OR DISTURBED.
O.
F.
ALL WORK AREAS SHALL BE CLEANED DAILY AND DEBRIS SHALL BE REMOVED AS NECESSARY TO
PROMOTE A CLEAN WORK ENVIRONMENT FOR ALL.
G.
PROVIDE DUST CONTROL BARRIERS BETWEEN WORK ZONES AND OCCUPIED AREAS.
REMOVAL OF UTILITIES SHOWN ON REMOVAL DRAWINGS SHALL BE PERFORMED BY RELATED INDIVIDUAL
TRADES (E.G., FIXTURE REMOVAL, CAPPING, ETC., TO BE BY PLUMBING CONTRACTOR) AND ARE INDICATED
HERE FOR COORDINATION OF SCOPE OF WORK. REFER TO HVAC, PLUMBING AND ELECTRICAL DRAWINGS
FOR REMOVALS WITHIN RESPECTIVE TRADES. MECHANICAL, PLUMBING AND/OR ELECTRICAL FIXTURES
REQUIRED TO BE REMOVED OR RELOCATED DUE TO NEW CONSTRUCTION AND/OR REMOVAL OF EXISTING
CONSTRUCTION SHALL BE REMOVED AND/OR RELOCATED BY THE RESPECTIVE TRADES.
H.
REMOVE ALL WALL MOUNTED ACCESSORIES IN WORK AREAS & COORDINATE WITH OWNER IF & WHEN
THESE ITEMS ARE TO BE REINSTALLED.
EXISTING PARTITION/WALL TO REMAIN
EXISTING WALL/PARTITION TO BE REMOVED
THE REMOVAL NOTES
IDENTIFIED ON THE DRAWING ARE REFERENCES
TO TYPES OF FINISHES & MATERIALS LOCATED IN AND AROUND AREAS
DESIGNATED FOR REMOVAL. THE DEMOLITION CONTRACTOR SHALL VERIFY
ALL CONDITIONS & ITEMS SCHEDULED FOR REMOVAL & NOTIFY ARCHITECT
OF ANY DISCREPANCIES (PRIOR TO REMOVAL) ITEMS NOT IDENTIFIED
w/ A
REMOVAL NOTE ARE STILL TO BE REMOVED (IN THEIR ENTIRETY)
P.
PATCH EXISTING DAMAGE TO WALLS, COLUMNS, FLOORS AND CEILINGS THAT ARE TO REMAIN. REPAIRS
SHALL MATCH EXISTING ADJACENT AND/OR SIMILAR SURFACES & CONCRETE.
DATE:
JOB NO.:
SCALE:
CORRIDOR
DN
DF
J.C.
FIRST & SECOND LEVEL REMOVAL PLANS
A4.1I A0.1I
FIRST LEVEL REMOVAL PLAN
UV
1
WESCOTT
FREAR
1-30-2015
14014.00
As indicated
DWG. NO.:
A0.1I
FIELD
CONSTRUCTION
DOCUMENTS
GARBAGE
LOUNGE
OFFICE
DN
TOIL.
STAIR
J.C
.
CLASSROOM
MUSIC ROOM
CORRIDOR
CORR.
INST.
STORAGE
STORAGE
DF
CORR
TA5
NOTE:
CONTRACTOR TO PATCH ALL
HOLES IN EXISTING TILE FROM
OLD PARTITION ANCHORS
BOYS LOCKER
ROOM
NOTE:
CONTRACTOR TO PATCH AND REPAIR WALL AS
REQUIRED TO MATCH EXISTING AT LOCATIONS
WHERE SINKS, TOILETS, AND ACCESSORIES HAVE
BEEN REMOVED.
TA1
TA1
TA4
TA4
TA3
TA3
UP
CORRIDOR
STAGE
UV
STOR.
INSTRUMENTAL
MUSIC
CAFETERIA
TA2
CORRIDOR
FOLDING
PARTITION
GYMNASIUM
STORAGE
BOYS TOILET
101
SHOWER
ROOM
WOMENS
LOUNGE
OFFICE
GIRLS TOILET
102
GIRLS LOCKER
ROOM
FACULTY
DINING
W
TOILET
UP
M
INSTRUCTIONAL
SUPPPORT
UP
DF
DN
MENS
LOUNGE
CORRIDOR
STORAGE
STORAGE
R E V I S I O N S
UP
NEW TOILET
PARTITIONS
OFF
SHOWER
ROOM
PRAC.
BY
OFFICE
DATE
STOR
COMP
DESCRIPTION
DISHWASHING
NEW TOILET
PARTITIONS
TA2
STAIR
GIRLS
TOILET
BOYS
TOILET
CORRIDOR
J.C.
LANGUAGE
CLASSROOM
CEILING
GRILLE
SPEECH
CLASSROOM
STORAGE
EP EP EP
REMEDIAL
CLASSROOM
TELE.
EQUIP.
N.E.I.U.
SUPPORT
SW STAIRS
STO.
UV
UP
UV
ENG.
DIR.
DENOTES EXISITNG TOILETS,
PARTITIONS, AND TOILET
ACCESSORIES TO REMAIN
CORRIDOR
UV
ADMIN./
MAIN
OFFICE
CLASSROOM
UV
PRINC.
OFFICE
UV
UV
COPY
J.C.
CLASSROOM
CLASSROOM
ENLARGED FIRST LEVEL TOILET ROOM PLAN
2
UV
VEST
JAN
OFFICE
VEST.
DF
J.C.
SYM.
DF
A1.1I A1.1I
1/4" = 1'-0"
UP
COURTYARD
FILES
GIRLS TOILET
102
STOR.
STOR.
WORK
ROOM
PAYROLL
LOBBY
VEST.
SUPER.
BUSINESS
ADMIN.
SPECIAL
EDUCATION
INSTR. SUPPORT
CLASSROOM
DISTRICT
OFFICE
MTG HGT (A.F.F.)
NOTES
EP
A1.1I A5.1I
34" TO CENTERLINE OF BAR
40" TO BOTTOM OF BAR
29" TO TOP OF UNIT
29" TO TOP OF UNIT
B-6806
B-6806
B-6806
-----
CONTRACTOR
CONTRACTOR
CONTRACTOR
OWNER
OWNER
CONTRACTOR
CONTRACTOR
CONTRACTOR
OWNER
OWNER
MAIN OFFICE:
570-586-0719
610-625-0096
EMAIL:
[email protected]
FAX:
570-586-6549
DF
STAIR
S-3
1
4
36" GRAB BAR
42" GRAB BAR
18" GRAB BAR (VERTICAL)
TOILET TISSUE DISPENSER
SANITARY NAPKIN DISPOSAL
REMOVE EXISTING SOAP
DISPENSER
J.C.
DF
TA1
TA2
TA3
TA4
TA5
A1.1I A1.1I
UV
UV
ACCT.
PAYABLE
DESCRIPTION
NW STAIRS
CEILING
GRILLE
UP
REMOVE SELF AND SOAP
DISPENSER AND PATCH WALL AS
REQUIRED TO MATCH EXISTING.
DN
OPEN
OFFICE
CLASSROOM
OFFICE
OPEN
OFFICE
STOR.
OFFICE
OFFICE
LIBRARY
WORK
ROOM
UV
UV
CLASSROOM
UV
UV
CONF.
EXISTING SINK TO BE REMOVE AS
NOTED ELSEWHERE. PATCH
WALL AS REQUIRED TO MATCH
EXISTING.
TAPE
ROOM
DF
EXISTING ACCESSORIES TO BE
REMOVED. EXISTING WALLS TO BE
PATCHED AND REPAIRED AS
REQUIRED TO MATCH EXISTING.
1
A4.1I A1.1I
PROPOSED FIRST LEVEL PLAN - COMPOSITE
1/16" = 1'-0"
1' ~ 0"
1
MIN.
2
2' - 5"
2' - 10"
3' - 4"
2' - 5"
P-1
2' - 10"
3' - 4"
4
4 7/8" THK., NON-FIRE RATED
1' - 3"
1' - 6"
OFFICE
WAITING
OFFICE
FIRST LEVEL COMPOSITE PLAN
CORRIDOR
BOARD
ROOM
SYM.
RESPONSIBILITY
MANUFACTURE NO. FURNISHED IINSTALLED
2
BOYS TOILET
101
CLASSROOM
STORAGE
CLASSROOM
UV
SOCIAL COUNS.
WORKER
CLASSROOM
TOILET ACCESSORY SCHEDULE
UV
UV
COUNS.
UV
UV
WAITING
CORRIDOR
ASST.
PRINC.
OFFICE
CORRIDOR
STAIR
3 1/2" UN-FACED FIBERGLASS SOUND
INSULATION
4' - 6"
DESIGNED BY:
4 7/8"
3' - 4"
4' - 6"
PHOTOS AT TOILET AREAS FOR REFERENCE ONLY
DRAWN BY:
DATE:
3
3 5/8" (MIN. 25 GA.) STEEL STUDS @ MAX. 16" O.C.
w/ CHANNEL SHAPED FLOOR AND CEILING RUNNERS
w/ MIN. 1 1/4" LEGS
JOB NO.:
2
1
1.
4
WALL TO RUN FROM TOP OF FLOOR SLAB TO HEIGHT SHOWN IN
SECTIONS.
PARTITION TYPES
1 1/2" = 1'-0"
INSTALL STANDARD DENSITY GYPSUM BASED CEMENTITIOUS FIREPROOFING AT PERIMETER STEEL FRAMING
IN INTERIOR CONCEALED AREAS. REFER TO DEMO DRAWING FOR INDICATION OF EXTENT OF REMOVAL. G.C.
TO PROVIDE NEW MATERIAL AT ALL AREAS THAT WERE REMOVED DURING ABATEMENT.
BASIS OF DESIGN: W.R. GRACE & CO. - CONN. RETRO-GUARD RG
7" TO 9"
TYP. TOILET ELEVATIONS
1/2" = 1'-0"
FREAR
1-30-2015
14014.00
As indicated
DWG. NO.:
CEMETITIOUS FIREPROOFING NOTES
2' - 5"
1' - 5"
NOTES:
2' - 10 1/8"
ONE LAYER 5/8" TYPE X GYPSUM BOARD APPLIED
PARALLEL TO STUDS ON EACH SIDE AND FASTENED
w/ 1" TYPE S DRYWALL SCREWS 8" O.C. AT VERTICAL
JOINTS AND 12" O.C. AT FLOOR AND CEILING
RUNNERS AND INTERMEDIATE STUDS
4' - 10"
SCALE:
WESCOTT
UL DESIGN ASSEMBLIES:
WIDE FLANGE COLUMNS X772 - 2 HOURS
TUBE STEEL COLUMNS X771 - 2 HOURS
BEAMS N782 - 2 HOURS
A1.1I
FIELD
CONSTRUCTION
DOCUMENTS
CLASSROOM
NOTE:
CONTRACTOR TO PATCH AND REPAIR WALL AS
REQUIRED TO MATCH EXISTING AT LOCATIONS
WHERE SINKS, TOILETS, AND ACCESSORIES HAVE
BEEN REMOVED.
NOTE:
CONTRACTOR TO PATCH ALL
HOLES IN EXISTING TILE FROM
OLD PARTITION ANCHORS
BY
TA5
TA1
UPPER
GYMNASIUM
TA3
TA4
NEW TOILET
PARTITIONS
TA2
TA3
DATE
TA4
TA1
NEW TOILET
PARTITIONS
TA2
TA4
ROOF
TA5
CORRIDOR
TA4
DESCRIPTION
TA4
TA5
BOYS TOILET
201
UP
STAIR
S-3
GIRLS TOILET
202
COMPUTER
NETWORKING
CLASSROOM
CORRIDOR
NEW
RAILING (SEE
SECTIONS)
SCIENCE
LAB
TOIL.
SYM.
CORRIDOR
CLINIC
J.C.
CANOPY
ROOF
AUDIO &
COT ROOM
STORAGE
DIS.
READING
LAB 2
GIRLS
TOILET
NURSE
COT
ROOM
BOYS
TOILET
STOR.
LIFE
CENTER
FOODS LAB
COMP. LAB
CANOPY
ROOF
JAN.
OFFICE
FAMILY LIFE
FACULTY
J.C.
3
A1.2I A1.2I
DN
UV
UV
CLASSROOM
UV
UV
ART
ENLARGED SECOND LEVEL TOILET ROOM PLAN
A1.2I A1.2I
1/4" = 1'-0"
STAIR
PREP
SCIENCE
ROOM
GIRLS TOILET
202
SCIENCE
LAB
CLASSROOM
COMPUTER ROOM
36" GRAB BAR
42" GRAB BAR
18" GRAB BAR (VERTICAL)
TOILET TISSUE DISPENSER
SANITARY NAPKIN DISPOSAL
MTG HGT (A.F.F.)
40" TO BOTTOM OF BAR
29" TO TOP OF UNIT
29" TO TOP OF UNIT
B-6806
B-6806
B-6806
-----
CONTRACTOR
CONTRACTOR
CONTRACTOR
OWNER
OWNER
NOTES
1' ~ 0"
CONTRACTOR
CONTRACTOR
CONTRACTOR
OWNER
OWNER
1
MIN.
4
PREP.
STORAGE
2
2' - 5"
MAIN OFFICE:
570-586-0719
610-625-0096
EMAIL:
[email protected]
FAX:
570-586-6549
J.C.
DF
STAIR
S-3
CORRIDOR
1' - 3"
1' - 6"
DN
STAIR
UV
4' - 6"
SPECIAL
EDUCATION
CLASSROOM
4
CLASSROOM
A1.2I A5.2I
CLASSROOM
3
UV
UV
UV
2
UV
1
2' - 10 1/8"
4' - 10"
STORAGE
2' - 5"
1' - 5"
4
7" TO 9"
1
A1.2I
PROPOSED SECOND LEVEL PLAN - COMPOSITE
1/16" = 1'-0"
TYP. TOILET ELEVATIONS
1/2" = 1'-0"
DESIGNED BY:
DRAWN BY:
DATE:
JOB NO.:
SCALE:
3' - 4"
3
A1.2I A1.2I
4' - 6"
UP
SECOND LEVEL COMPOSITE PLAN
REMEDIAL
READING
CLASSROOM
UV
DESCRIPTION
2' - 10"
INSTRUCTION
PLANNING
UV
TA1
TA2
TA3
TA4
TA5
UV
UV
SYM.
RESPONSIBILITY
MANUFACTURE NO. FURNISHED IINSTALLED
3' - 4"
BOYS TOILET
201
A1.2I A1.2I
2' - 5"
CLASSROOM
TOILET ACCESSORY SCHEDULE
2' - 10"
2
CLASSROOM
3' - 4"
CLASSROOM
UV
UV
CORRIDOR
COMPUTER
CLASSROOM
UV
CORRIDOR
DN
UV
DENOTES EXISITNG TOILETS,
PARTITIONS, AND TOILET
ACCESSORIES TO REMAIN
CORRIDOR
2
CANOPY
ROOF
1/4" = 1'-0"
STOR.
UV
UV
SPECIAL
EDUCATION
ENLARGED SECOND LEVEL STAIR PLAN
STAIR
UV
UV
STOR.
R E V I S I O N S
TA5
WESCOTT
FREAR
1-30-2015
14014.00
As indicated
DWG. NO.:
A1.2I
FIELD
CONSTRUCTION
DOCUMENTS
GENERAL DOOR NOTES
ROOM NAME
FIRST FLOOR
S-3-1
S-3-2
S-3-3
STAIR
STAIR
STAIR
VP
VP
HM
HM
5' - 0"
3' - 0"
3' - 0"
7' - 0"
7' - 0"
7' - 0"
0"
1 3/4"
1 3/4"
GLASS
TYPE
FRAME JAMB HEAD
THRESH. FIRE
TYPE TYPE TYPE MATL TYPE RATING HDWR
TYPE 1
TYPE 1
--F-1
F-1
--J-1
J-1
--H-1
H-1
--H.M.
H.M.
--T-1
T-1
-------
--1
1
1.
GENERAL CONTRACTOR SHALL VERIFY ALL INFORMATION FOR THE DOORS AND FRAMES INCLUDING.......DOOR TYPES,
DIMENSIONS, SWINGS AND MATERIALS AND FRAME TYPE, DIMENSIONS, THROAT DEPTH AND FRAME HEAD HEIGHT AND
ROUGH-IN REQUIREMENTS.
2.
GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL DOOR HARDWARE REQUIREMENTS AND THE FRAME
REQUIREMENTS FOR THE HARDWARE TO BE USED. ALL SUBMITTALS FOR BOTH DOORS AND FRAMES SHALL INCLUDE
THIS COORDINATION.
3.
GENERAL CONTRACTOR SHALL COORDINATE WHERE DOORS / FRAMES REQUIRE CONDUITS OR WIRING INSTALLED
DURING FRAME INSTALLATION FOR ELECTRICAL CONNECTIONS FOR LOCKS, STRIKES......ECT.
4.
ALL EXTERIOR HOLLOW METAL DOORS SHALL BE GALVANIZED STEEL AND SHALL BE INSULATED.
5.
ALL HOLLOW METAL FRAMES IN MASONRY WALLS ARE TO BE GROUTED SOLID.
6.
KNOCK DOWN FRAMES WILL NOT BE ACCEPTED.
7.
ALL EXTERIOR DOORS ARE TO HAVE PERIMETER WEATHER STRIPPING AND PROPER THRESHOLDS.
8.
ALL WOOD DOORS SHALL BE FACTORY FINISHED AND EDGES SHALL MATCH FACE VENEER AND FINISH.
9.
ALL WOOD DOORS ARE TO HAVE A SOLID CORE.
10.
ALL DOORS AND FRAMES SHALL BE SHIMMED AND SEALED/CAULKED IN ACCORDANCE WITH THE DRAWINGS AND
ACCEPTED QUALITY CONSTRUCTION PRACTICES.
11.
THE USE OF THRU BOLTING FOR ANY DOOR HARDWARE WILL NOT BE ACCEPTED UNLESS APROVED BY THE ARCHITECT
DURING SUBMITTALS.
12.
SEE FINISH SCHEDULE FOR ALL DOOR FINISHES.
REMARKS
EXIST. DOORS TO BE TURNED OVER TO OWNER, EXIST. FRAME TO REMAIN
CONTRACTOR TO VERIFY SIZE OF EXISTING FRAME
CONTRACTOR TO VERIFY SIZE OF EXISTING FRAME
BY
NO.
DOOR
NOMINAL SIZE
TYPE MATL WIDTH HGT THK
DOOR SCHEDULE
FRAME / JAMB / HEAD
SCHEDULE
AS PER
SCHEDULE
+/- 1"
6" @ H.M. DOORS
8" @ WOOD DOORS
DOOR
OPENING
2"
DOOR
OPENING
2" x 5 3/4" H.M.
FRAME (PAINTED)
w/ MIN. (3) ANCHORS
PER JAMB
2' - 9"
TYPE 1
GLAZING
FIRE DOOR RATINGS
WALL RATING
(HOURS)
4
3
2
1 1/2
1 (CORRIDORS)
1 (SHAFT)
4"
HINGE SIDE
MAX. FIN. FL.
TO GLAZING
VARIES
TYPE 1
7'-1"
7'-2"
8"
6"
10"
2"
AS PER
SCHEDULE
F-1
VP
DOOR FIRE RATING
(HOURS)
3
2
1 1/2
1 1/2
1/3
1
MATERIALS LEGEND
HM................ HOLLOW METAL
AL, ALUM.......ALUMINUM
GL.................GLASS
WD................WOOD
MAR..............MARBLE
STL...............STEEL
RUB..............RUBBER
R E V I S I O N S
2' - 4" 2"
DESCRIPTION
2"
SYM.
AS PER
2"
DATE
9' - 0"
DOOR TYPE
FRAME TYPE
GLAZING TYPE
1/4" = 1'-0"
3/8" = 1'-0"
TYPE 1: 1/4" CLEAR FULLY TEMPERED (SAFETY GLASS)
GLAZING AS SCHEDULED
HARDWARE SET NO. 01
H.M. DOOR
SINGLE DOOR NO. S-3-2, S-3-3.
EXISTING PARTITION
EACH SINGLE DOOR TO RECEIVE:
RUBBER TRANSITION
SHOWN: ROPPE #60 TILE / CARPET
JOINER
CONCRETE FLOOR
EXISTING V.C.T.
EXISTING CARPET
3EA.
2EA.
1EA.
1EA.
1EA.
1EA.
2EA.
HINGES
CYLINDER
EXIT DEVICE
CLOSERS
KICKPLATE
WALL STOP
SILENCERS
T4A3786 4 ½” X 4 ½” X NRP
6300
16-60-8804 X 862
351-P9
K1050 8” X 2” LDW
406
608
US26D
US15
US32D
EN
US32D
US32D
(McKinney)
(Sargent)
(Sargent)
(Sargent)
(Rockwood)
(Rockwood)
(Rockwood)
2" x 5 3/4" H.M. 16 G.A. FULLY WELDED
FRAME w/ 3 ANCHORS PER JAMB
(PRIME & PAINT)
J-1
T-1
THRESHOLD TYPE
JAMB TYPE
12" = 1'-0"
1 1/2" = 1'-0"
MAIN OFFICE:
570-586-0719
610-625-0096
WOOD DOOR
5 3/4"
FRAME
H-1
HEAD TYPE
1 1/2" = 1'-0"
EXISTING
TO REMAIN
REMOVE EXISTING FROM
SEAM IN FRAME IN ITS
ENTIRETY. STORE
EXISTING FRAME TO
REMAIN AS REQUIRED.
.
DEMO
EXISTING
TO REMAIN
NEW FRAME ADD
DOORS FROM SEAM IN
EXISTING PAIR.
CONTRACTOR TO
VERIFY EXISTING
CONDITION IN FIELD.
.
NEW
DESIGNED BY:
S-3-3
DRAWN BY:
S-3-2
DATE:
JOB NO.:
FIRST FLOOR
0"
1
A0.1I A4.1I
STAIR DOOR DEMO
3/8" = 1'-0"
FIRST FLOOR
0"
2
A5.1I A4.1I
STAIR DOOR NEW
3/8" = 1'-0"
SCALE:
H.M. 16 GA. FULLY WELDED
FRAME w/ MIN. (3) ANCHORS PER JAMB
EXISTING TRANSOM
ABOVE TO REMAIN
DOOR SCHEDULE AND DETAILS
EMAIL:
[email protected]
FAX:
570-586-6549
WESCOTT
FREAR
1-30-2015
14014.00
As indicated
DWG. NO.:
A4.1I
FIELD
CONSTRUCTION
DOCUMENTS
FINISH LEGEND
DESCRIPTION
VCT (FIELD)
MANUF: ARMSTRONG | STYLE: STRIATIONS | COLOR: T3601 ATMOSPHERE | SIZE: 12"X24" | INSTALLATION: MONOLITHIC
B-1
VINYL BASE
MANUF: JOHNSONITE | TRADITIONAL WALL BASE | COLOR: 20 CHARCOAL | 4" HIGH
W-1
W-2
W-3
WALL PAINT (FIELD)
WALL PAINT (ACCENT)
PAINT (STRINGERS/ HANDRAILS)
MANUF: SHERWIN WILLIAMS | COLOR: INCREDIBLE WHITE SW7028
MANUF: SHERWIN WILLIAMS | COLOR: MEGA GREIGE SW7031
MANUF: SHERWIN WILLIAMS | COLOR: IRON ORE SW7069
TP-1
TP-2
TOILET PARTITION
TOILET PARTITION
MANUF: SCRANTON PRODUCTS | COLOR: PAISLEY
MANUF: SCRANTON PRODUCTS | COLOR: SAND CASTLE
SS-1
SOLID SURFACE MATERIAL
MANUF: DUPONT | STYLE: CORIAN | COLOR: SILVER BIRCH
NAME
FIRST FLOOR
101
BOYS TOILET
102
GIRLS TOILET
S-3
STAIR
SECOND FLOOR
201
BOYS TOILET
202
GIRLS TOILET
S-3
STAIR
DATE
ROOM FINISH SCHEDULE
WALLS
N
E
FLOOR
BASE
--FL-1
--B-1
--P-1
--FL-1
--B-1
--P-1
S
W
CEILING
REMARKS
--P-1
--P-1
--P-1
----
NEW TOILET PARTITIONS: TP-1
SEE FINISH NOTES 16, 17, 18
--P-1
--P-1
--P-1
----
SEE FINISH NOTES 16, 17, 18
R E V I S I O N S
NO.
BY
FL-1
DESCRIPTION
MATERIAL
SYM.
NO.
FINISH NOTES
3.
ALL PRODUCTS AND MATERIALS LISTED ON THE FINISH LEGEND HAVE BEEN SELECTED ON A "BASIS OF DESIGN" INTENT. ALL MATERIALS HAVE BEEN SELECTED BASED UPON THIER
PERFORMANCE
CRITERIA AND SPECIFICATION DATA. ANY PROPOSED SUBSTITUTIONS SHALL BE SUBMITTED WITH ALL APPLICABLE SPECIFICATION DOCUMENTATION AND ACTUAL SAMPLES
OF COLORS AND
FINISHES PRIOR TO ORDERING FINISH MATERIALS. ALL FINISHES AND MATERIALS WILL BE EVALUATED BY FACTORS INCLUDING BUT NOT LIMITED TO STYLE, PERFORMANCE, FINISH, COLOR,
ATTERN, TEST DATA, WORKMANSHIP, ETC.
4.
ALL PRODUCTS AND MATERIALS LISTED IN THE FINISH LEGEND SHALL BE INSTALLED PER MANUFACTURERS PREPARATION AND INSTALLATION SUGGESTIONS.
5.
GENERAL CONTRACTOR TO REMOVE ALL DEBRIS (CONSTRUCTION OR OTHERWISE) INCLUDING BUT NOT LIMITED TO ADHESIVES, SOAPS, WAX, OIL, SILICONE, DUST, DIRT, MISCELLANEOUS
UNUSED
FASTENERS, ETC. AND PROVIDE A CLEAN AND PREPARED AREA AND/OR SURFACE PRIOR TO INSTALLING ANY NEW FINISHES. USE OF MECHANICAL METHODS MAY BE NECESSARY
AS
RECOMMENDED BY THE MANUFACTURER. DO NOT USE SOLVENTS. USE TROWELABLE LEVELING AND PATCHING COMPOUND TO FILL CRACKS, HOLES AND DEPRESSIONS IN
SUBSTRATES.
6.
ALL EXISTING AREAS TO REMAIN SHALL BE PATCHED AND REPAIRED AS REQUIRED TO ACHIEVE A SMOOTH AND CONTINUOUS SURFACE.
7.
RESTORE ALL NEW AND EXISTING SURFACES DAMAGED DURING CONSTRUCTION TO MATCH ADJACENT EXISTING/NEW FINISHES INCLUDING BUT NOT LIMITED TO CARPET, VCT, TILE, SHEET
GOODS,
PAINT, RESILIENT BASE, CEILING TILE AND GRID, ETC.
8.
ALL AREAS OF WORK SHALL BE CLEANED PRIOR TO OCCUPANCY.
9.
GENERAL WALL PAINT TO BE EGGSHELL FINISH UNLESS OTHERWISE NOTED.
10.
WHEN PAINTING, CONTRACTOR SHALL TAKE ANY MEASUREMENTS NECESSARY TO PROTECT ANY/ALL ITEMS THAT ARE NOT TO BE PAINTED (EX. SPRINKLER HEADS, ELECTRICAL DEVICES,
WOODWORK, ETC.).
11.
ALL EXPOSED STEEL MATERIAL - COLUMNS, HALLOW METAL DOOR FRAMES, DOORS, ETC. TO BE PAINTED WITH SEMI-GLOSS FINISH - COLOR TO MATCH ADJACENT WALL/CEILING COLOR
UNLESS
OTHERWISE NOTED.
12.
FACES AND DOORS OF ELECTRICAL PANELS, ACCESS PANELS, HATCHES, ETC. SHALL BE PAINTED TO MATCH ADJACENT WALL/CEILING IN WHICH IT OCCURS UNLESS OTHERWISE NOTED. THIS
INCLUDES FACTORY PAINTED ITEMS. THE EXCEPTION SHALL BE ITEMS WHICH HAVE A BRASS, ANODIZED ALUMINUM OR BRONZE FINISH.
13.
PREP AND REPAIR ALL EXISTING WALLS TO RECEIVE NEW PAINT FINISH TO ENSURE A SMOOTH SURFACE.
14.
PROVIDE ADA COMPLIANT THRESHOLDS AT ALL NEW DOORS AS REQUIRED.
15.
GENERAL CONTRACTOR TO PROVIDE 3% ATTIC STOCK OF FINISH FLOORING AND CEILING MATERIALS TO OWNER WHICH ARE CONSISTENT WITH INSTALLED PRODUCTS WHETHER
SPECIFIED OR
SUBSTITUTED - VERIFY WITH OWNER QUANTITY OF ATTIC STOCK PER PRODUCT.
16.
NEW CENTRAL WALL BETWEEN STAIRS AND LIFT TO BE PAINTED ACCENT COLOR (W-2) ON ALL SIDES.
17.
ALL NEW AND EXISTING STAIR STRINGERS, HAND RAILS AND OTHER MISCELLANEOUS METAL DETAILS (INCLUDING SEMI-EXPOSED & EXPOSED UNDERSIDE OF STAIR AND LANDING) IN STAIR S-3
ARE TO BE PREPPED, PRIMED AND PAINTED (W-3).
18.
NOSINGS AT NEW STAIR LOCATIONS ARE TO BE: JOHNSONITE | PROFILE: TBD | COLOR: 20 CHARCOAL
19.
STAIR S-3: IF EXISTING FLOOR WHERE WHEELCHAIR LIFT IS NOT TERRAZZO, A SELF-LEVELING COMPOUND IS TO BE INSTALLED TO ACCOMMODATE NEW VCT FLOOR UP TO AREA WHICH
EXISTING
IS
TERRAZZO. ENSURE NEW VCT FLOORING PRODUCT IS INSTALLED FLUSH WITH EXISTING TERRAZZO WITHOUT THE NEED FOR A TRANSITION ELEMENT.
20.
NEW LIBRARY WINDOW/DOOR SYSTEM TO BE PAINTED W-3.
21.
WALL CAP IN STAIR TO BE SOLID SURFACE MATERIAL (SS-1).
MAIN OFFICE:
570-586-0719
610-625-0096
EMAIL:
[email protected]
FAX:
570-586-6549
DESIGNED BY:
DRAWN BY:
DATE:
JOB NO.:
SCALE:
ROOM FINISH SCHEDULE & LEGEND
USE FINISH SCHEDULE IN CONJUNCTION WITH CONSTRUCTION DOCUMENTS, SPECIFICATIONS, FLOOR PLANS AND INTERIOR ELEVATIONS. ANY DISCREPANCIES AND/OR OMISSIONS SHOULD BE
BROUGHT TO THE ATTENTION OF THE ARCHITECT/INTERIOR DESIGNER FOR RESOLUTION.
2.
FOR THE PURPOSES OF THIS DRAWING NORTH SHALL BE AT THE TOP OF THE PAGE.
1.
WESCOTT
SCAGLIOTTI
1-30-2015
14014.00
1/8" = 1'-0"
DWG. NO.:
A4.2I
FIELD
CONSTRUCTION
DOCUMENTS
2
CORRIDOR
A5.1I A5.2I
CORRIDOR
EXISTING FRAME TO REMAIN.
DOORS TO BE REMOVED AND
TURNED OVER TO OWNER
S-3-1
NEW STAIR RUN FROM MAIN LEVEL TO
LIBRARY LEVEL
NEW STAIR RUN FROM MAIN LEVEL TO
LIBRARY LEVEL
3
A5.1I A5.1I
4' - 2"
NEW GYP. BOARD AND METAL STUD
WALL SYSTEM TO SEPARATE NEW
STAIR FROM NEW LIFT. WALL TO
EXTEND TO LANDING ABOVE ONLY AT
AREA OF LANDING (REFER TO SECTION
FOR MORE INFORMATION)
1' - 2"
2
4 7/8"
7"
EXISTING AND NEW FLOOR
FINISH TOP ELEVATION TO
ALIGN
DATE
A4.1I
DN
BY
DN
S-3-3
9' - 0"
LIBRARY
SEE NOTE 2
CLASSROOM
STAIR
S-3
NEW ADA LIFT SYSTEM (BASIS OF
DESIGN INCLINATOR COMPANY OF
AMERICA MODEL VERTICAL LIFT VL-72)
NEW LIFT TO PROVIDE SERVICE FROM
MAIN LEVEL TO LIBRARY LEVEL ONLY.
DESCRIPTION
HP3 VIA XMFR
SEE NOTE 1
HATCHED AREA REPRESENTS AREA OF EXISTING
CONCRETE TO RECEIVE SELF LEVELING TOPING
(EXTENT TO BE VERIFIED AND COORDINATED IN
FIELD). HEIGHT OF TOPING TO BE COORDINATED
WITH NEW FLOOR FINISH THICKNESS SO THAT NEW
FLOOR FINISH IS AT THE SAME TOP ELEVATION AS
THE EXISTING TERRAZZO.
EXISTING STRUCTURAL SUPPORT 1"
DEEP PROTRUDING FROM MAIN
WALL.
SEE NOTE 2
WORK ROOM
OFFICE
OFFICE
WORK ROOM
NOTES:
1. PROVIDE POWER CONNECTION FOR NEW CHAIR LIFT FROM NEW 3.0KVA TRANSFORMER
(XMFR) LOCATED IN SECOND FLOOR MECHANICAL ROOM. PROVIDE LOCKABLE, FUSED
DISCONNECT MOUNTED WITHIN SIGHT OF THE NEW CHAIR LIFT. PROVIDE FUSES SIZED PER
MANUFACTURER'S RECOMMENDATIONS. CONCEAL CONDUIT IN NEW WALL.
ENLARGED FIRST LEVEL STAIR ELECTRICAL PLAN
1/2" = 1'-0"
2. PROVIDE ALL ELECTRICAL POWER AND CONTROLS CONNECTIONS FOR NEW CHAIR LIFT FOR
A COMPLETE INSTALLATION. CONNECT ALL PUSH BUTTON OPERATORS AND INTERFACES.
1/2" = 1'-0"
2
2
A5.1I A5.2I
A5.1I A5.2I
EXISTING RAILING AND
HANDRAIL TO REMAIN(SHOWN
DASHED DUE TO BEING IN THE
FOREGROUND)
MAIN OFFICE:
570-586-0719
DUE TO HEIGHT DIFFERENCE
BETWEEN EXISTING AND NEW,
NEW TOP RAIL TO RETURN BACK
TO EXISTING SLOPPED RAIL
EXISTING DOORS AT SECOND
FLOOR TO REMAIN (SHOWN
FOREGROUND)
EXISTING DOOR TO REMAIN
EXISTING DOOR TO REMAIN
EXISTING HOLLOW METAL
GLAZING SYSTEM TO REMAIN
NEW RAILING
EXISTING DOORS AT SECOND FLOOR
TO REMAIN (SHOWN DASHED DUE
TO BEING IN THE FOREGROUND)
EXISTING RAILING AND HANDRAIL
TO REMAIN
EXISTING FLOORING TO
REMAIN (TERAZZO AT UPPER
AND LOWER FLOORS)
NEW LIGHT FIXTURES
EXISTING RAILING AND HANDRAIL
TO REMAIN
EMAIL:
[email protected]
FAX:
570-586-6549
A
EXISTING STAIR TO REMAIN
NEW SOLID SURFACE CAP
THIS AREA OF NEW WALL
TO RUN TO UNDERSIDE OF
LANDING
EXISTING STAIR TO REMAIN
(SHOWN DASHED DUE TO BEING
IN THE FOREGROUND)
LIFT MECHANISM (SHOWN
DASHED DUE TO BEING IN
THE FOREGROUND)
NEW HOLLOW METAL DOOR AND
GLAZING SYSTEM INSTALLED IN
PORTION OF EXISTING SYSTEM
(REFER TO OTHER DETAILS AND
INFORMATION IN SET)
EXISTING PLASTER CEILING
TO REMAIN
NEW LIGHT FIXTURE
1' - 2"
NEW HOLLOW METAL DOOR AND
GLAZING SYSTEM INSTALLED IN
PORTION OF EXISTING SYSTEM
(REFER TO OTHER DETAILS AND
INFORMATION IN SET)
1' - 0"
7"
6' - 3 3/8"
6' - 3 3/8"
610-625-0096
A
EXISTING LANDING TO REMAIN
NEW GYP. BOARD CEILING
INSTALLED UNDER EXISTING
LANDING STRUCTURE.
EXISTING HOLLOW METAL GLAZING
SYSTEM TO REMAIN
STEEL TUBE BOTH ENDS
AND MID POINT
1 1/2" O.D. STEEL RAIL PRIMED AND
PAINTED (TYP. BOTH SIDES OF STAIR)
EXISTING DOORS TO BE REMOVED
AND HANDED OVER TO OWNER
FRAME TO REMAIN.(SHOWN
FOREGROUND)
EXISTING DOORS TO BE REMOVED
AND HANDED OVER TO OWNER
FRAME TO REMAIN.(SHOWN DASHED
DUE TO BEING IN THE FOREGROUND)
BEAM TO RECEIVE FIRE PROOFING
(REFER TO NOTE ON SHEET A1.1I ON
STAIR / LIFT SIDE ONLY)
ALUM. CLOSURE PLATE TO CLOSE OFF
EXISTING STEEL BEAM
EXISTING WALLS AND FLOOR
SHOWN HATCHED
5' - 8 5/8"
5' - 8 5/8"
STAIR FROM NEW LIFT. WALL TO
EXTEND TO LANDING ABOVE ONLY AT
AREA OF LANDING (REFER TO
SECTION FOR MORE INFORMATION)
BEAM TO RECEIVE FIRE PROOFING
(REFER TO NOTE ON SHEET A1.1I ON
STAIR / LIFT SIDE ONLY)
EXISTING FLOORING TO REMAIN
(TERAZZO AT UPPER AND
LOWER FLOORS)
NEW STAIR RUN WITH NEW
STRINGERS AND PANS FILLED
WITH CONCRETE AND PREPARED
TO ACCEPT NEW FLOOR FINISH
SHOWN HATCHED
DESIGNED BY:
DRAWN BY:
HATCHED AREA REPRESENTS AREA OF EXISTING CONCRETE TO
RECEIVE SELF LEVELING TOPING (EXTENT TO BE VERIFIED AND
COORDINATED IN FIELD). HEIGHT OF TOPING TO BE COORDINATED
WITH NEW FLOOR FINISH THICKNESS SO THAT NEW FLOOR FINISH
IS AT THE SAME TOP ELEVATION AS THE EXISTING TERRAZZO.
RAMP TO BE BY LIFT MANUFACTURE
DATE:
JOB NO.:
CRAWL SPACE
CRAWL SPACE
NOTE:
CONTRACTOR TO PROVIDE DELEGATED
DESIGN FOR ALL STEEL ELEMENTS
SHOWN, INCLUDING NEW STAIR AND
STEEL TUBE SUPPORTS IN NEW LOW WALL.
SCALE:
STAIR SECTIONS
A1.1I A5.1I
ENLARGED FIRST LEVEL STAIR PLAN
5' - 1 7/8"
1
R E V I S I O N S
STEEL TUBE BOTH ENDS
AND MID POINT
S-3-2
CLASSROOM
STAIR
S-3
A5.1I A5.1I
P-1
4' - 5 1/8"
2
P-1
SYM.
3 5/8"
LIBRARY
WESCOTT
FREAR
1-30-2015
14014.00
1/2" = 1'-0"
DWG. NO.:
A5.1I
FIELD
2
A5.1I A5.1I
STAIR SECTION
1/2" = 1'-0"
3
A5.1I A5.1I
STAIR SECTION
1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
EXISTING
PANEL
HP3
PROVIDE NEW 20A, 1P CIRCUIT BREAKER
IN EXISTING PANEL
EXISTING STAIR / LANDING /
RAILING AND HAND RAILS TO
REMAIN
DATE
EXISTING STAIR / LANDING / RAIL
AND HAND RAILS TO REMAIN
BY
#2 12, 1#12G, IN 3/4" C.
3.0 KVA TRANSFORMER
277V, 1 PRIMARY
120/240V, 1 SECONDARY
#2 10, 1#10G, IN 3/4" C.
#8G
MOUNT ADJACENT TO TRANSFORMER
IN MECHANICAL ROOM
#2 10, 1#10G, IN 3/4" C.
NEW RAILS AND PICKETS TO MATCH
EXISTING
- PICKETS 1/2" SQUARE
- TOP RAIL 3/4" SQUARE
ALL NEW METALS TO BE PRIMED AND
PAINTED TO MATCH EXISTING.
EXISTING HANDRAILS AND RAIL
SYSTEM TO BE REMOVED IN ITS
ENTIRETY UNDER SEPARATE
CONTRACT (BEYOND NOT SHOWN)
30A, 1P - 240V FUSED AT 20A
M
ELECTRICAL PANEL DIAGRAM
EXISTING PLASTER CEILING TO REMAIN
NEW GYP. BOARD CEILING
INSTALLED UNDER EXISTING
LANDING STRUCTURE.
R E V I S I O N S
30A, 1P - 240V FUSED AT 30A
EXISTING STAIR AND MECHANICAL
AREA LANDING TO RECEIVE NEW
FLOOR TILE
DESCRIPTION
EXISTING STAIR / LANDING /
RAILING AND HAND RAILS TO
REMAIN
1/2" = 1'-0"
NEW JOINT BETWEEN EXISTING AND
NEW CEILING MATERIALS
EXISTING STAIR TO BE REMOVED IN ITS
ENTIRETY UNDER SEPARATE CONTRACT
LIGHT FIXTURE: TYPE A, 1x4 SURFACE MOUNTED LUMINAIRE WITH
INTEGRAL OCCUPANCY SENSOR COOPER
ATLITE #SL-2-5-7, 277V, (2)-T8 LINEAR FLUORESCENT.
EXISTING HANDRAILS TO BE REMOVED
IN ITS ENTIRETY UNDER SEPARATE
CONTRACT
SYM.
1 1/2" O.D. STEEL RAIL PRIMED AND
PAINTED (TYP. BOTH SIDES OF STAIR)
STAIR FROM NEW LIFT (BEYOND)
WALL TO EXTEND TO LANDING ABOVE
ONLY AT AREA OF LANDING (REFER
TO SECTION FOR MORE INFORMATION)
EXISTING STAIR TO BE REMOVED IN
ITS ENTIRETY UNDER SEPARATE
CONTRACT
CORRIDOR
EXISTING BLOCK OR CMU WALL TO BE
REMOVED IN ITS ENTIRETY UNDER
SEPARATE CONTRACT
NEW STAIR RUN WITH NEW
STRINGERS AND PANS FILLED
WITH CONCRETE AND PREPARED
TO ACCEPT NEW FLOOR FINISH
SHOWN HATCHED
CONNECT TO EXISTING
LIGHTING CIRCUIT
SHOWN HATCHED
UP
STAIR
S-3
HATCHED AREA REPRESENTS AREA OF
EXISTING CONCRETE TO RECEIVE SELF
LEVELING TOPING (EXTENT TO BE
VERIFIED AND COORDINATED IN FIELD).
HEIGHT OF TOPING TO BE
COORDINATED WITH NEW FLOOR FINISH
THICKNESS SO THAT NEW FLOOR FINISH
IS AT THE SAME TOP ELEVATION AS THE
EXISTING TERRAZZO.
NEW LIGHT FIXTURES
SEE NOTE 2
EXISTING AND NEW
FLOOR FINISH TOP
ELEVATION TO ALIGN
A
A
CLASSROOM
4 7/8"
4' - 5 1/8"
4' - 2"
STAIR WIDTH WALL TO WALL
EXISTING
PANEL
'HP3'
9' - 0"
CRAWL SPACE
EXISTING
PANEL
'LP3'
TO CHAIR LIFT
610-625-0096
CRAWL SPACE
HP3-X
SEE NOTE 1
T
1/2" = 1'-0"
MAINTAIN WORKING CLEARANCE
AROUND NEW TRANSFORMER
PER N.E.C.
NEW WALL MOUNTED 3 KVA
TRANSFORMER. SEE ELECTRICAL
ONE-LINE FOR ADDITIONAL DETAILS
SECOND FLOOR
MECHANICAL
ROOM
4'-0" O.C. MAX
4'-0" O.C. MAX
MAINTAIN SPACE BETWEEN TOP OF TUBE
SUPPORT AND TOP OF WALL TO ALLOW
WIRING TO PASS BY AS NEEDED
1 1/2" THICK SOLID SURFACE COUNTERTOP
(SEE COUNTER SECTION FOR MATERIAL)
ENLARGED SECOND LEVEL STAIR ELECTRICAL PLAN
1/4" = 1'-0"
2. PROVIDE NEW LIGHT FIXTURES ABOVE CHAIR LIFT. CONNECT TO EXISTING LIGHTING CIRCUIT.
EXTEND/REROUTE EXISTING CIRCUIT AS REQUIRED TO CONNECT NEW LIGHT. MATCH CONDUCTOR
AND RACEWAY SIZES, TYPES AND QUANTITIES WITH EXISTING. TYPE 'A' LIGHT FIXTURE SHALL BE
PROVIDED WITH INTEGRAL OCCUPANCY SENSOR AND EMERGENCY BALLAST.
3 5/8" (MIN. 20 GA.) @ 16" O.C.
FASTEN STUDS TO STEEL TUBE
(TO BRACE WALL)
HSS w/ BASE PLATE TOTAL HEIGHT
1'-3"
3"
3 1/4" 3 1/4"
3"
1 1/4"
1 3/4"
1 1/4"
HSS3 1/2" x 3 1/2" x 3/16"
1 3/4"
3 1/2"
VARIES
WALL HEIGHT
REFER TO PLAN
NOTES:
1. PROVIDE NEW 20A, 1P CIRCUIT BREAKER IN NEXT AVAILABLE SPACE IN EXISTING 277/480V PANEL
'HP3'. PROVIDE 2# 12, 1# 12G, IN 3/4"C. TO NEW 3KVA TRANSFORMER.
STAIR SECTIONS
A5.1I A5.2I
STAIR SECTION
1/2" = 1'-0"
EMAIL:
[email protected]
FAX:
570-586-6549
A5.2I
2
PROVIDE ON SECONDARY SIDE
OF NEW TRANSFORMER
STAIR SECTION
1
MAIN OFFICE:
570-586-0719
HSS3 1/2" x 3 1/2" x 3/16"
PL 15" x 3 1/2" x 1/2" w/ (4)
9/16" DIA. HOLES FOR ANCHORS
PL 15" x 3 1/2" x 1/2" w/ (4)
9/16" DIA. HOLES FOR ANCHORS
BASE PLATE DETAIL
DESIGNED BY:
DRAWN BY:
DATE:
POURED CONCRETE FLOOR SLAB
NOTE:
CONTRACTOR TO PROVIDE DELEGATED
DESIGN FOR ALL STEEL ELEMENTS
SHOWN, INCLUDING NEW STAIR AND
STEEL TUBE SUPPORTS IN NEW LOW WALL.
JOB NO.:
SCALE:
WESCOTT
FREAR
1-30-2015
14014.00
As indicated
DWG. NO.:
SECTION / ELEVATION
SUPPORT POST DETAIL
FASTEN BASE PLATE TO FLOOR SLAB w/
(4) 1/2" DIA. CARBON STEEL HILTI KWIK BOLT
3" EXPANSION ANCHORS w/ MIN. 2 1/4" EMBEDMENT
A5.2I
FIELD
1 1/2" = 1'-0"
CONSTRUCTION
DOCUMENTS
ELECTROMECHANICAL CONVENTIONAL EXIT DEVICES
A.
Electrified Conventional Push Rail Devices (Heavy Duty): Subject to same compliance
standards and requirements as mechanical exit devices, electrified devices to be of type
and design as specified below.
1.
Acceptable Manufacturers:
a.
Sargent Manufacturing (SA) - 80 Series.
b.
No Substitution – Facility Standard.
B.
Electrified Options: As indicated in hardware sets, provide electrified exit device options
including: electric latch retraction , electric dogging, outside door trim control, exit alarm,
delayed egress, latchbolt monitoring, lock/unlock status monitoring, touchbar monitoring
and request-to-exit signaling. Unless otherwise indicated, provide electrified exit devices
standard as fail secure.
2.10
INTEGRATED WIEGAND OUTPUT ACCESS CONTROL EXIT DEVICES
A.
Wiegand Output Integrated Card Reader Exit Hardware: Wiegand output ANSI 156.3
Grade 1 rim, mortise, and vertical rod exit device hardware with integrated proximity card
reader, latchbolt and touchbar monitoring, and request-to-exit signaling, in one complete
unit. Hard wired, solenoid driven locking/unlocking control of the lever handle exit trim with
3/4" throw latch bolt. U.L listed and labeled for either panic or "fire exit hardware" for use
on up to 3 hour fire rated openings. Available with or without keyed high security cylinder
override.
1.
Open architecture, hard wired platform supports centralized control of locking units
with new or existing Wiegand compatible access control systems. Inside push bar
(request-to-exit) signaling and door position (open/closed status) monitoring (via
separately connected DPS).
2.
Reader supports either HID 125 kHz proximity (up to 39 bits, including Corporate
1000) or 13.56 MHz (2K-32K) iClass® credentials.
3.
12VDC external power supply required for reader, with optional 24VDC operation
available with iClass® reader (125 kHz reader is always 12VDC). 24VDC required
for solenoid operated exit trim (12VDC if applicable). Fail safe or fail secure options.
4.
Installation requires only one cable run from the exit hardware to the access control
panel without requirements for additional proprietary lock panel interface boards or
modules.
5.
a.
Sargent Manufacturing (SA) - Harmony - H2 80 Series.
b.
SELECTIVE DEMOLITION SCHEDULE
A.
See Demolition Plans and notes on drawings
SECTION 061000 - ROUGH CARPENTRY
1.1
SUMMARY
A.
Framing with dimension lumber and engineered wood products.
B.
Rooftop equipment bases and support curbs.
C.
Wood blocking, cants, and nailers.
D.
Plywood backing panels.
1.2
MATERIALS
A.
Wood-Preservative-Treated Lumber:
1.
Preservative Treatment: AWPA C2 with chemicals containing no arsenic or chromium.
a.
AWPA C31 (inorganic boron) may be used in protected locations.
2.
Application: Items indicated and as follows:
a.
Items in contact with roofing or waterproofing.
b.
Items in contact with concrete or masonry.
c.
Framing less than 18 inches (460 mm) above ground in crawlspaces.
d.
Floor plates installed over concrete slabs-on-grade.
B.
Fire-Retardant-Treated Materials:
1.
Application: Items indicated and as follows:
a.
Plywood backing panels.
C.
Dimension Lumber Framing:
1.
Maximum Moisture Content: 19 percent.
2.
All locations: Construction or No. 2 grade spruce-pine-fir.
D.
Plywood backing panels for telephone and electrical equipment.
E.
Fasteners: Hot-dip galvanized steel where exposed to weather, in ground contact, in contact with treated wood, or in area of high relative
humidity.
F.
Metal Framing Anchors:
1.
Metal: Hot-dip galvanized steel.
2.
Types: Joist hangers I-joist hangers rafter tie-downs (hurricane or seismic ties) hold-downs and wall bracing.
G.
Miscellaneous Materials:
1.
Sill-Sealer Gaskets: Neoprene foam.
1.3
INSTALLATION
A.
Furring to Receive Plywood or Hardboard Paneling: 1-by-3-inch nominal- (19-by-63-mm actual-) size furring at 24 inches (610 mm) o.c.
B.
Furring to Receive Gypsum Board: 1-by-2-inch nominal- (19-by-38-mm actual-) size furring at 16 inches (406 mm) o.c.
SECTION 079200 - JOINT SEALANTS
1.1
SUMMARY
A.
Exterior Joints in Vertical Surfaces and Horizontal Nontraffic Surfaces:
1.
Perimeter joints around frames of doors, windows and louvers.
2.
Control and expansion joints in ceilings and other overhead surfaces.
B.
Interior Joints in Vertical Surfaces and Horizontal Nontraffic Surfaces:
1.
Perimeter joints between interior wall surfaces and frames of interior doors, windows and elevator entrances.
1.2
WARRANTY
A.
Installer: Two years.
B.
Manufacturer: Five years.
1.3
MATERIALS
A.
Elastomeric Joint Sealants: Liquid applied, chemically curing; ASTM C 920.
1.
Pourable neutral-curing silicone sealants.
2.
Nonsag neutral- and basic-curing silicone sealants.
B.
Solvent-Release Joint Sealants: Acrylic .
C.
Latex Joint Sealants: ASTM C 834, Type P, Grade NF.
D.
Acoustical Joint Sealants: Latex.
E.
Preformed Joint Sealants: Silicone-sealant system.
F.
Preformed Tape Sealants: Expanded cellular.
G.
Joint-Sealant Backing: Cylindrical.
SECTION 081113 - HOLLOW METAL DOORS AND FRAMES
1.1
SUMMARY
A.
Standard hollow metal frames.
1.2
QUALITY ASSURANCE
A.
Standard Hollow Metal Quality Standard: ANSI/SDI A250.8.
1.3
PRODUCTS
A.
Standard Hollow Metal Frames:
1.
Exterior Frames: Metallic-coated steel sheet; full profile welded.
a.
Frames for Level 2 Steel Doors: 0.053-inch- (1.3-mm-) thick steel sheet.
2.
Interior Frames: Cold-rolled steel sheet; full profile welded.
a.
Frames for Wood Doors: 0.053-inch- (1.3-mm-) thick steel sheet.
b.
Frames for Borrowed Lights: Same as adjacent door frame.
B.
Hollow Metal Panels: Same materials, construction, and finish as adjoining hollow metal work.
C.
Accessories:
1.
Moldings and stops for glazed lites.
D.
Finishes: Factory priming for field painting.
1.4
INSTALLATION
A.
Metal-Stud Partitions: Frames filled with insulation.
B.
Concrete and Masonry Walls: Frames filled with grout.
1.3
1.4
1.5
1.6
QUALITY ASSURANCE
A.
Manufacturers Qualifications: Engage qualified manufacturers with a minimum 5 years of
documented experience in producing hardware and equipment similar to that indicated
for this Project and that have a proven record of successful in-service performance.
B.
Installer Qualifications: Installers, trained by the primary product manufacturers, with a
minimum 3 years documented experience installing both standard and electrified builders
hardware similar in material, design, and extent to that indicated for this Project and whose
work has resulted in construction with a record of successful in-service performance.
C.
Door Hardware Supplier Qualifications: Experienced commercial door hardware distributors
with a minimum 5 years documented experience supplying both mechanical and
electromechanical hardware installations comparable in material, design, and extent to that
indicated for this Project. Supplier recognized as a factory direct distributor in good standing
by the manufacturers of the primary materials with a warehousing facility in Project's vicinity.
Supplier to have on staff a certified Architectural Hardware Consultant (AHC) available during
the course of the Work to consult with Contractor, Architect, and Owner concerning both
standard and electromechanical door hardware and keying.
1.
Scheduling Responsibility: Preparation of door hardware and keying schedules.
D.
Integrated Wiegand, Wireless, and IP-Enabled Access Control Products Supplier
Qualifications: Integrated access control products and accessories are required to be
supplied and installed through current members of the ASSA ABLOY "Authorized Channel
Partner" (ACP) and "Certified Integrator" (CI) programs. Suppliers are to be factory trained,
certified prior to project bid, and a direct purchaser of the specified product. Installers are to
be factory trained, certified prior to project bid, and are responsible for commissioning,
servicing, and warranting the installed equipment specified for the project.
E.
Source Limitations: Obtain each type and variety of Door Hardware specified in this Section
from a single source, qualified supplier unless otherwise indicated.
1.
Electrified modifications or enhancements made to a source manufacturer's product
line by a secondary or third party source will not be accepted.
2.
Provide electromechanical door hardware from the same manufacturer as
mechanical door hardware, unless otherwise indicated.
F.
Regulatory Requirements: Comply with NFPA 70, NFPA 80, NFPA 101 and ANSI A117.1
requirements and guidelines as directed in the model building code including, but not limited
to, the following:
1.
NFPA 70 "National Electrical Code", including electrical components, devices, and
accessories listed and labeled as defined in Article 100 by a testing agency
acceptable to authorities having jurisdiction, and marked for intended use.
2.
Where indicated to comply with accessibility requirements, comply with Americans
with Disabilities Act (ADA), "Accessibility Guidelines for Buildings and Facilities
(ADAAG)," ANSI A117.1 as follows:
a.
Handles, Pulls, Latches, Locks, and other Operating Devices: Shape that is
easy to grasp with one hand and does not require tight grasping, tight
pinching, or twisting of the wrist.
b.
Door Closers: Comply with the following maximum opening-force
requirements indicated:
1)
Interior Hinged Doors: 5 lbf applied perpendicular to door.
2)
Fire Doors: Minimum opening force allowable by authorities having
jurisdiction.
c.
Thresholds: Not more than 1/2 inch high. Bevel raised thresholds with a slope
of not more than 1:2.
3.
NFPA 101: Comply with the following for means of egress doors:
a.
Latches, Locks, and Exit Devices: Not more than 15 lbf to release the latch.
Locks shall not require the use of a key, tool, or special knowledge for
operation.
b.
Thresholds: Not more than 1/2 inch high.
4.
Fire-Rated Door Assemblies: Provide door hardware for assemblies complying with
NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to
authorities having jurisdiction, for fire ratings indicated, based on testing according to
NFPA 252 (neutral pressure at 40" above sill) or UL-10C.
a.
Test Pressure: Positive pressure labeling.
G.
Each unit to bear third party permanent label demonstrating compliance with the referenced
standards.
H.
Keying Conference: Conduct conference to comply with requirements. Keying conference to
incorporate the following criteria into the final keying schedule document:
1.
Function of building, purpose of each area and degree of security required.
2.
Plans for existing and future key system expansion.
3.
Requirements for key control storage and software.
4.
Installation of permanent keys, cylinder cores and software.
5.
Address and requirements for delivery of keys.
I.
Pre-Submittal Conference: Conduct coordination conference with attendance by
representatives of Supplier(s), Installer(s), and Contractor(s) to review proper methods and the
procedures for receiving, handling, and installing door hardware.
1.
Prior to installation of door hardware, conduct a project specific training meeting to
instruct the installing contractors' personnel on the proper installation and adjustment
of their respective products. Product training to be attended by installers of door
hardware (including electromechanical hardware) for aluminum, hollow metal and
wood doors. Training will include the use of installation manuals, hardware schedules,
templates and physical product samples as required.
2.
Inspect and discuss electrical roughing-in, power supply connections, and other
preparatory work performed by other trades.
3.
Review sequence of operation narratives for each unique access controlled opening.
4.
Review and finalize construction schedule and verify availability of materials.
5.
Review the required inspecting, testing, commissioning, and demonstration
procedures
J.
At completion of installation, provide written documentation that components were applied to
manufacturer's instructions and recommendations and according to approved schedule.
2.3
POWER TRANSFER DEVICES
A.
Concealed Quick Connect Electric Power Transfers: Provide concealed wiring pathway
housing mortised into the door and frame for low voltage electrified door hardware. Furnish
with Molex™ standardized plug connectors and sufficient number of concealed wires (up to
12) to accommodate the electrified functions specified in the Door Hardware Sets.
Connectors plug directly to through-door wiring harnesses for connection to electric locking
devices and power supplies. Wire nut connections are not acceptable.
1.
a.
Securitron (SU) - EL-CEPT Series.
2.4
DOOR OPERATING TRIM
A.
Flush Bolts and Surface Bolts: ANSI/BHMA A156.3 and A156.16, Grade 1, certified
automatic, self-latching, and manual flush bolts and surface bolts. Manual flush bolts to be
furnished with top rod of sufficient length to allow bolt location approximately six feet from
the floor. Furnish dust proof strikes for bottom bolts. Surface bolts to be minimum 8” in
length and U.L. listed for labeled fire doors and U.L. listed for windstorm components
where applicable. Provide related accessories (mounting brackets, strikes, coordinators,
etc.) as required for appropriate installation and operation.
1.
a.
Door Controls International (DC).
b.
Rockwood Manufacturing (RO).
c.
Trimco (TC).
B.
Door Push Plates and Pulls: ANS/BHMA A156.6 certified door pushes and pulls of type
and design specified below or in the Hardware Sets. Coordinate and provide proper width
and height as required where conflicting hardware dictates.
1.
Push/Pull Plates: Minimum .050 inch thick, size as indicated in hardware sets, with
square corners and beveled edges, secured with exposed screws unless
otherwise
indicated.
2.
Door Pull and Push Bar Design: Size, shape, and material as indicated in the
hardware sets. Minimum clearance of 2 1/2-inches from face of door unless
otherwise indicated.
3.
Offset Pull Design: Size, shape, and material as indicated in the hardware sets.
Minimum clearance of 2 1/2-inches from face of door and offset of 90 degrees
unless otherwise indicated.
4.
Fasteners: Provide manufacturer's designated fastener type as indicated in
Hardware Sets.
a.
1)
Hiawatha, Inc. (HI).
2)
3)
Trimco (TC).
2.5
DELIVERY, STORAGE, AND HANDLING
A.
Inventory door hardware on receipt and provide secure lock-up and shelving for door hardware
delivered to Project site. Do not store electronic access control hardware, software or
accessories at Project site without prior authorization.
B.
Tag each item or package separately with identification related to the final Door Hardware
Schedule, and include basic installation instructions with each item or package.
C.
Deliver, as applicable, permanent keys, cylinders, cores, access control credentials, software
and related accessories directly to Owner via registered mail or overnight package service.
Instructions for delivery to the Owner shall be established at the "Keying Conference".
COORDINATION
A.
Templates: Obtain and distribute to the parties involved templates for doors, frames, and other
work specified to be factory prepared for installing standard and electrified hardware. Check
Shop Drawings of other work to confirm that adequate provisions are made for locating and
installing hardware to comply with indicated requirements.
B.
Door Hardware and Electrical Connections: Coordinate the layout and installation of scheduled
electrified door hardware and related access control equipment with required connections to
source power junction boxes, low voltage power supplies, detection and monitoring hardware,
and fire and detection alarm systems.
C.
Door and Frame Preparation: Related Division 08 Sections (Steel, Aluminum and Wood) doors
and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to
receive the installation of the specified electrified, monitoring, signaling and access control
system hardware without additional in-field modifications.
WARRANTY
A.
General Warranty: Reference Division 01, General Requirements. Special warranties specified
in this Article shall not deprive Owner of other rights Owner may have under other provisions of
the Contract Documents and shall be in addition to, and run concurrent with, other warranties
made by Contractor under requirements of the Contract Documents.
B.
Warranty Period: Written warranty, executed by manufacturer(s), agreeing to repair or replace
components of standard and electrified door hardware that fails in materials or workmanship
within specified warranty period after final acceptance by the Owner. Failures include, but are
not limited to, the following:
1.
Structural failures including excessive deflection, cracking, or breakage.
2.
Faulty operation of the hardware.
3.
Deterioration of metals, metal finishes, and other materials beyond normal weathering.
4.
Electrical component defects and failures within the systems operation.
C.
Standard Warranty Period: One year from date of Substantial Completion, unless otherwise
indicated.
D.
Special Warranty Periods:
1.
Seven years for heavy duty cylindrical (bored) locks and latches.
2.
Five years for exit hardware.
3.
Twenty five years for manual surface door closers.
4.
Two years for electromechanical door hardware.
MAINTENANCE SERVICE
A.
Maintenance Tools and Instructions: Furnish a complete set of specialized tools and
maintenance
instructions as needed for Owner's continued adjustment, maintenance, and removal and
replacement of door hardware.
B.
Continuing Service: Beginning at Substantial Completion, and running concurrent with the
specified warranty period, provide continuous (6) months full maintenance including repair and
replacement of worn or defective components, lubrication, cleaning, and adjusting as required
for proper door opening operation. Provide parts and supplies as used in the manufacture and
installation of original products.
HANGING DEVICES
A.
Hinges: ANSI/BHMA A156.1 certified butt hinges with number of hinge knuckles as specified
in the Door Hardware Sets.
1.
Quantity: Provide the following hinge quantity, unless otherwise indicated:
a.
Two Hinges: For doors with heights up to 60 inches.
b.
Three Hinges: For doors with heights 61 to 90 inches.
c.
Four Hinges: For doors with heights 91 to 120 inches.
d.
For doors with heights more than 120 inches, provide 4 hinges, plus 1
hinge for every 30 inches of door height greater than 120 inches.
2.
Hinge Size: Provide the following, unless otherwise indicated, with hinge widths
sized for door thickness and clearances required:
a.
Widths up to 3’0”: 4-1/2” standard or heavy weight as specified.
b.
Sizes from 3’1” to 4’0”: 5” standard or heavy weight as specified.
3.
Hinge Weight and Base Material: Unless otherwise indicated, provide the following:
a.
Exterior Doors: Heavy weight, non-ferrous, ball bearing or oil impregnated
bearing hinges unless Hardware Sets indicate standard weight.
b.
Interior Doors: Standard weight, steel, ball bearing or oil impregnated
bearing hinges unless Hardware Sets indicate heavy weight.
4.
Hinge Options: Comply with the following where indicated in the Hardware Sets or
on Drawings:
a.
Non-removable Pins: Provide set screw in hinge barrel that, when
tightened into a groove in hinge pin, prevents removal of pin while door is
closed; for the following applications:
1)
Out-swinging exterior doors.
2)
Out-swinging access controlled doors.
3)
Out-swinging lockable doors.
5.
a.
Bommer Industries (BO).
b.
Hager Companies (HA).
c.
McKinney Products (MK).
B.
Sliding Door Hardware: Sliding door hardware is to be of type and design as specified and
should comply with ANSI/BHMA A156.14.
1.
Sliding Bi-Passing Pocket Door Hardware: Provide complete sets consisting of
track, hangers, stops, bumpers, floor channel, guides, and accessories indicated.
2.
Bi-folding Door Hardware: Rated for door panels weighing up to 125 lb.
3.
Pocket Sliding Door Hardware: Rated for doors weighing up to 200 lb.
a.
1)
Hafele Manufacturing (HF).
2)
Pemko Manufacturing (PE).
3)
Richards-Wilcox, Inc. (RW).
2.6
2.7
CYLINDERS AND KEYING
A.
General: Cylinder manufacturer to have minimum (10) years experience designing secured
master key systems and have on record a published security keying system policy.
B.
Source Limitations: Obtain each type of keyed cylinder and keys from the same source
manufacturer as locksets and exit devices, unless otherwise indicated.
C.
Cylinders: Original manufacturer cylinders complying with the following:
1.
Mortise Type: Threaded cylinders with rings and straight- or clover-type cam.
2.
Rim Type: Cylinders with back plate, flat-type vertical or horizontal tailpiece, and
raised trim ring.
3.
Bored-Lock Type: Cylinders with tailpieces to suit locks.
4.
Mortise and rim cylinder collars to be solid and recessed to allow the cylinder face
to be flush and be free spinning with matching finishes.
5.
Keyway: Match Facility Standard.
D.
Security Cylinders: ANSI/BHMA A156.5, Grade 1, patented security cylinders and keys
able to be used together under the same facility master or grandmaster key system.
Cylinders are to be factory keyed.
1.
a.
Sargent Manufacturing (SA) - Signature Series.
b.
E.
Keying System: Each type of lock and cylinders to be factory keyed. Conduct specified
"Keying Conference" to define and document keying system instructions and
requirements. Furnish factory cut, nickel-silver large bow permanently inscribed with a
visual key control number as directed by Owner. Incorporate decisions made in keying
conference, and as follows:
1.
Existing System: Master key or grand master key locks to Owner's existing
system.
F.
Key Quantity: Provide the following minimum number of keys:
1.
Top Master Key: One (1)
2.
Change Keys per Cylinder: Two (2)
3.
Master Keys (per Master Key Group): Two (2)
4.
Grand Master Keys (per Grand Master Key Group): Two (2)
5.
Construction Keys (where required): Ten (10)
6.
Construction Control Keys (where required): Two (2)
7.
Permanent Control Keys (where required): Two (2)
G.
Construction Keying: Provide construction master keyed cylinders or temporary keyed
construction cores where specified. Provide construction master keys in quantity as
required by project Contractor. Replace construction cores with permanent cores. Furnish
permanent cores for installation as directed under specified "Keying Conference".
H.
Key Registration List: Provide keying transcript list to Owner's representative in the proper
format for importing into key control software.
MECHANICAL LOCKS AND LATCHING DEVICES
A.
Cylindrical Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.2, Series 4000, Grade 1
certified cylindrical (bored) locksets furnished in the functions as specified in the Hardware
Sets. Lock chassis fabricated of heavy gauge steel, zinc dichromate plated, with throughbolted application. Furnish with solid cast levers, standard 2 3/4” backset, and 1/2" (3/4" at
rated paired openings) throw brass or stainless steel latchbolt. Locks are to be nonhanded and fully field reversible.
1.
a.
Sargent Manufacturing (SA) – 10 Line.
b.
B.
Lock Trim Design: As specified in Hardware Sets.
LOCK AND LATCH STRIKES
A.
Strikes: Provide manufacturer's standard strike with strike box for each latch or lock bolt,
with curved lip extended to protect frame, finished to match door hardware set, unless
otherwise indicated, and as follows:
1.
Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended
by manufacturer.
2.
Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.
3.
Aluminum-Frame Strike Box: Provide manufacturer's special strike box fabricated for
aluminum framing.
B.
Standards: Comply with the following:
1.
Strikes for Bored Locks and Latches: BHMA A156.2.
2.
Strikes for Auxiliary Deadlocks: BHMA A156.5.
3.
Dustproof Strikes: BHMA A156.16.
DOOR CLOSERS
A.
All door closers specified herein shall meet or exceed the following criteria:
1.
General: Door closers to be from one manufacturer, matching in design and style,
with the same type door preparations and templates regardless of application or
spring size. Closers to be non-handed with full sized covers including installation
and adjusting information on inside of cover.
2.
Standards: Closers to comply with UL-10C and UBC 7-2 for Positive Pressure Fire
Test and be U.L. listed for use of fire rated doors.
3.
Cycle Testing: Provide closers which have surpassed 10 million cycles in a test
witnessed and verified by UL.
4.
Size of Units: Comply with manufacturer's written recommendations for sizing of
door closers depending on size of door, exposure to weather, and anticipated
frequency of use. Where closers are indicated for doors required to be
accessible to
the physically handicapped, provide units complying with ANSI
ICC/A117.1.
5.
Closer Arms: Provide heavy duty, forged steel closer arms unless otherwise
indicated in Hardware Sets.
a.
Where closers are indicated to have mechanical dead-stop, provide heavy
duty arms and brackets with an integral positive stop.
b.
Where closers are indicated to have mechanical hold open, provide heavy
duty units with an additional built-in mechanical holder assembly designed
to hold open against normal wind and traffic conditions. Holder to be
manually selectable to on-off position.
c.
Where closers are indicated to have a cushion-type stop, provide heavy
duty arms and brackets with spring stop mechanism to cushion door when
opened to maximum degree.
d.
Closers shall not be installed on exterior or corridor side of doors; where
possible install closers on door for optimum aesthetics. Provide drop
plates
or other accessories as required for proper mounting.
6.
Closer Accessories: Provide door closer accessories including custom templates,
special mounting brackets, spacers and drop plates, and through-bolt or security
type fasteners as specified in the door Hardware Sets.
B.
Door Closers, Surface Mounted (Heavy Duty): ANSI/BHMA A156.4, Grade 1 surface
mounted, heavy duty door closers with complete spring power adjustment, sizes 1 thru 6;
and fully operational adjustable according to door size, frequency of use, and
opening force.
Closers to be rack and pinion type, one piece cast iron or aluminum alloy body construction,
with adjustable backcheck and separate non-critical valves for closing sweep and latch
speed control. Provide non-handed units standard.
1.
a.
b.
R E V I S I O N S
2.9
1.2
1.5
2.2
BY
CONVENTIONAL EXIT DEVICES
A.
General Requirements: All exit devices specified herein shall meet or exceed the following
criteria:
1.
At doors not requiring a fire rating, provide devices complying with NFPA 101 and
listed and labeled for "Panic Hardware" according to UL305. Provide proper
fasteners as required by manufacturer including sex nuts and bolts at openings
specified in the Hardware Sets.
2.
Where exit devices are required on fire rated doors, provide devices complying
with NFPA 80 and with UL labeling indicating "Fire Exit Hardware". Provide devices
with the proper fasteners for installation as tested and listed by UL. Consult
manufacturer’s catalog and template book for specific requirements.
3.
Except on fire rated doors, provide exit devices with hex key dogging device to
hold the pushbar and latch in a retracted position. Provide optional keyed cylinder
dogging on devices where specified in Hardware Sets.
4.
Flush End Caps: Provide heavy weight impact resistant flush end caps made of
architectural metal in the same finish as the devices as in the Hardware Sets.
Plastic end caps will not be acceptable.
5.
Lever Operating Trim: Where exit devices require lever trim, furnish
manufacturer's heavy duty trim with cold forged escutcheons, beveled edges, and
four threaded studs for thru-bolts.
a.
Lock Trim Design: As indicated in Hardware Sets, provide finishes and
designs to match that of the specified locksets. Provided free-wheeling
type trim where indicated.
b.
Where function of exit device requires a cylinder, provide an
interchangeable core type keyed cylinder (Rim or Mortise) as specified in
Hardware Sets.
6.
Vertical Rod Exit Devices: Provide and install interior surface and concealed
vertical rod exit devices as Less Bottom Rod (LBR) unless otherwise indicated.
7.
Narrow Stile Applications: At doors constructed with narrow stiles, or as specified
in Hardware Sets, provide devices designed for maximum 2” wide stiles.
8.
Dummy Push Bar: Nonfunctioning push bar matching functional push bar.
9.
Rail Sizing: Provide exit device rails factory sized for proper door width application.
B.
Conventional Push Rail Exit Devices (Heavy Duty): ANSI/BHMA A156.3, Grade 1 certified
panic and fire exit hardware devices furnished in the functions specified in the Hardware
Sets. Mounting rails to be formed from smooth stainless steel, brass or bronze architectural
materials no less than 0.072" thick, with push rails a minimum of 0.062" thickness.
Painted or aluminum metal rails are not acceptable. Exit device latch to be investment cast
stainless steel, pullman type, with deadlock feature.
1.
a.
b.
DATE
EXECUTION
A.
Professional engineer engaged to survey condition of building.
1.
Recorded by use of measured drawings, preconstruction photographs and/or preconstruction videotapes.
B.
Utility Services and Mechanical/Electrical Systems: Maintained to occupied facilities.
1.
Shut Off: By Owner or Building manager.
C.
Site Access and Temporary Controls: Minimum interference with roads, streets, walks, walkways, and other adjacent
occupied and used facilities
D.
Temporary Facilities:
1.
Temporary barricades to prevent injury to people.
2.
Protection of existing finish work to remain.
4.
Protection of furnishings and equipment.
E.
Reuse of Building Elements:
1.
Building Structure and Shell: As indicated on drawings.
2.
Nonshell Elements: As indicated on drawings
F.
Removed and Salvaged Items: Cleaned, crated, stored, and transported to Owner's on-site storage area.
G.
Removed and Reinstalled Items: Cleaned, repaired, crated, stored, and reinstalled.
H.
Existing Items to Remain: Existing construction protected against damage.
I.
Disposal of Demolished Items:
1.
Burning: Not permitted.
2.
Disposal: Off Owner's property.
2.8
DESCRIPTION
1.4
PART 2 - Products
2.1
SCHEDULED DOOR HARDWARE
A.
General: Provide door hardware for each door to comply with requirements in Door Hardware
Sets and each referenced section that products are to be supplied under.
1.
Designations: Requirements for quantity, item, size, finish or color, grade, function,
and other distinctive qualities of each type of door hardware are indicated in the
Door Hardware Sets at the end of Part 3. Products are identified by using door
hardware designations, as follows:
a.
Named Manufacturer's Products: Product designation and manufacturer
are listed for each door hardware type required for the purpose of
establishing requirements. Manufacturers' names are abbreviated in the
Door Hardware Schedule.
B.
Substitutions: Requests for substitution and product approval for inclusive mechanical and
electromechanical door hardware in compliance with the specifications must be submitted in
writing and in accordance with the procedures and time frames outlined in Division 01,
Substitution Procedures. Approval of requests is at the discretion of the architect, owner, and
their designated consultants.
SYM.
WARRANTY
A.
Existing Warranties: Roof assembly at North Pocono Intermediate School
PART 1 - General
1.1
SUMMARY
A.
This Section includes commercial door hardware for the following:
1.
Swinging doors.
2.
Sliding doors.
3.
Other doors to the extent indicated.
B.
Door hardware includes, but is not necessarily limited to, the following:
1.
Mechanical door hardware.
2.
Electromechanical door hardware, power supplies, back-ups and surge protection.
3.
Cylinders specified for doors in other sections.
C.
Related Sections:
1.
Division 08 Section “Hollow Metal Doors and Frames”.
2.
Division 08 Section “Flush Wood Doors”.
3.
Division 08 Section “Aluminum-Framed Entrances and Storefronts”.
4.
Division 26 Sections for connections to electrical power system and for low-voltage
wiring work.
D.
Codes and References: Comply with the version year adopted by the Authority Having
Jurisdiction.
1.
ANSI A117.1 - Accessible and Usable Buildings and Facilities.
2.
ICC/IBC - International Building Code.
3.
NFPA 80 - Fire Doors and Windows.
4.
NFPA 101 - Life Safety Code.
5.
NFPA 105 - Installation of Smoke Door Assemblies.
6.
State Building Codes, Local Amendments.
E.
Standards: All hardware specified herein shall comply with the following industry standards:
1.
ANSI/BHMA Certified Product Standards - A156 Series.
2.
UL10C – Positive Pressure Fire Tests of Door Assemblies.
2.11
2.12
ARCHITECTURAL TRIM
A.
Door Protective Trim
1.
General: Door protective trim units to be of type and design as specified below or
in
2.
3.
4.
5.
for
Hardware Sets.
6.
2.13
the Hardware Sets.
Size: Fabricate protection plates (kick, armor, or mop) not more than 2" less than
door width (LDW) on stop side of single doors and 1” LDW on stop side of pairs of
doors, and not more than 1" less than door width on pull side. Coordinate and
provide proper width and height as required where conflicting hardware dictates.
Height to be as specified in the Hardware Sets.
Metal Protection Plates: ANSI/BHMA A156.6 certified metal protection plates (kick,
armor, or mop), beveled on four edges (B4E), fabricated from the following.
a.
Stainless Steel: 050-inch thick, with countersunk screw holes (CSK).
Fasteners: Provide manufacturer's designated fastener type as specified in the
Hardware Sets.
Metal Door Edging: Door protection edging fabricated from a minimum .050-inch
thick metal sheet, formed into an angle or "U" cap shapes, surface or mortised
mounted onto edge of door. Provide appropriate leg overlap to account
protection plates as required. Height to be as specified in the
a.
b.
c.
Trimco (TC).
DOOR STOPS AND HOLDERS
A.
General: Door stops and holders to be of type and design as specified below or in the
Hardware Sets.
B.
Door Stops and Bumpers: ANSI/BHMA A156.16, Grade 1 certified door stops and wall
bumpers. Provide wall bumpers, either convex or concave types with anchorage as
indicated,
unless floor or other types of door stops are specified in Hardware Sets. Do not mount floor
stops where they will impede traffic. Where floor or wall bumpers are not appropriate,
provide
overhead type stops and holders.
1.
a.
b.
c.
Trimco (TC).
C.
Overhead Door Stops and Holders: ANSI/BHMA A156.6, Grade 1 certified overhead stops
and holders to be surface or concealed types as indicated in Hardware Sets. Track, slide,
arm and jamb bracket to be constructed of extruded bronze and shock absorber spring of
heavy tempered steel. Provide non-handed design with mounting brackets as required for
proper operation and function.
1.
a.
Rixson Door Controls (RF).
b.
Sargent Manufacturing (SA).
MAIN OFFICE:
570-586-0719
610-625-0096
EMAIL:
[email protected]
FAX:
570-586-6549
DESIGNED BY:
DRAWN BY:
DATE:
JOB NO.:
SCALE:
SPECIFICATIONS
1.3
SECTION 087100
DOOR HARDWARE - CONT.
PROJECT CONDITIONS
A.
Owner will occupy portions of building immediately adjacent to selective demolition area.
B.
Hazardous Materials: Owner will remove hazardous materials under a separate contract.
SECTION 087100
1.2
SECTION 087100
DOOR HARDWARE
SECTION 024119 - SELECTIVE STRUCTURE DEMOLITION
1.1
SUMMARY
A.
Demolition and removal of portions of a building or structure.
Designer
Author
1-30-2015
14014.00
12" = 1'-0"
DWG. NO.:
A9.1I
FIELD
CONSTRUCTION
DOCUMENTS
2.16
FABRICATION
A.
Fasteners: Provide door hardware manufactured to comply with published templates generally
prepared for machine, wood, and sheet metal screws. Provide screws according to
manufacturers recognized installation standards for application intended.
2.17
FINISHES
A.
Standard: Designations used in the Hardware Sets and elsewhere indicate hardware finishes
complying with ANSI/BHMA A156.18, including coordination with traditional U.S. finishes
indicated by certain manufacturers for their products.
B.
Provide quality of finish, including thickness of plating or coating (if any), composition,
hardness, and other qualities complying with manufacturer's standards, but in no case less
than specified by referenced standards for the applicable units of hardware.
C.
Protect mechanical finishes on exposed surfaces from damage by applying a strippable,
temporary protective covering before shipping.
R E V I S I O N S
ELECTRONIC ACCESSORIES
A.
Door Position Switches: Door position magnetic reed contact switches specifically designed
for use in commercial door applications. On recessed models the contact and magnetic
housing snap-lock into a 1" diameter hole. Surface mounted models include wide gap
distance design complete with armored flex cabling. Provide SPDT, N/O switches with
optional Rare Earth Magnet installation on steel doors with flush top channels.
1.
a.
Sargent Manufacturing (SA) – 3280 Series.
b.
Security Door Controls (SD) - DPS Series.
c.
Securitron (SU) - DPS Series.
B.
Power Supplies: Provide Nationally Recognized Testing Laboratory Listed 12VDC or 24VDC
(field selectable) filtered and regulated power supplies. Include battery backup option with
integral battery charging capability in addition to operating the DC load in event of line
voltage failure. Provide the least number of units, at the appropriate amperage level,
sufficient to exceed the required total draw for the specified electrified hardware and access
control equipment.
1.
a.
Securitron (SU) - BPS Series.
DATE
2.15
DESCRIPTION
ARCHITECTURAL SEALS
A.
General: Thresholds, weatherstripping, and gasket seals to be of type and design as specified
below or in the Hardware Sets. Provide continuous weatherstrip gasketing on exterior doors
and provide smoke, light, or sound gasketing on interior doors where indicated. At exterior
applications provide non-corrosive fasteners and elsewhere where indicated.
B.
Smoke Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and
labeled by a testing and inspecting agency acceptable to authorities having jurisdiction, for
smoke control ratings indicated, based on testing according to UL 1784.
1.
Provide smoke labeled perimeter gasketing at all smoke labeled openings.
C.
Fire Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and labeled by
a testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings
indicated, based on testing according to UL-10C.
1.
Provide intumescent seals as indicated to meet UL10C Standard for Positive
Pressure Fire Tests of Door Assemblies, and UBC 7-2, Fire Tests of Door
Assemblies.
D.
Sound-Rated Gasketing: Assemblies that are listed and labeled by a testing and inspecting
agency, for sound ratings indicated, based on testing according to ASTM E 1408.
E.
Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are
easily replaceable and readily available from stocks maintained by manufacturer.
F.
1.
Pemko Manufacturing (PE).
2.
Reese Enterprises, Inc. (RS).
3.
Zero International (ZE).
SYM.
2.14
BY
SECTION 087100
SECTION 092216 - NON-STRUCTURAL METAL FRAMING
1.1
SUMMARY
A.
Non-load-bearing steel framing members for interior framing and suspension systems.
1.2
MATERIALS
A.
Steel Framing for Framed Assemblies:
1.
Studs and runners.
2.
Slip-Type Head Joints:
a.
Single long-leg runner.
SECTION 092900 - GYPSUM BOARD
SECTION 096513 - RESILIENT BASE AND ACCESSORIES
1.1
PRODUCTS
A.
Resilient Base:
1.
Material Requirement: Vinyl.
2.
Style: Cove.
3.
Minimum Thickness: 0.125 inch (3.2 mm).
4.
Height: 4 inches (102 mm).
5.
Outside Corners: Job formed.
6.
Inside Corners: Job formed.
B.
Resilient Molding Accessory: Vinyl Rubber.
1.
Transition strips.
C.
Installation Materials:
1.
Adhesives.
SECTION 099123 - INTERIOR PAINTING
1.1
SUMMARY
A.
Surface preparation and the application of paint systems on interior substrates.
1.2
QUALITY ASSURANCE
A.
Quality Standards: "MPI Approved Products List" and "MPI Architectural Painting Specification Manual."
1.3
INTERIOR PAINTING SCHEDULE
A.
Galvanized-Metal Substrates: Latex System: MPI INT 5.3A.
B.
Gypsum Board Substrates: Latex System: MPI INT 9.2A.
C.
CMU Substrates: Latex System: MPI INT 4.2A.
1.
SECTION 102113 - TOILET COMPARTMENTS
1.1
SUMMARY
A.
Solid-polymer units as follows:
1.
Toilet Enclosures: To match existing.
2.
Entrance Screens: To match existing.
3.
Urinal Screens: To match existing.
1.2
COMPONENTS
A.
Solid-Polymer Units: Solid, high-density polyethylene (HDPE) panel material.
B.
Brackets (Fittings):
1.
Stirrup Type: Chrome-plated, nonferrous, cast zinc alloy (zamac) or clear anodized aluminum.
2.
Full-Height (Continuous) Type: Polymer or extruded aluminum.
C.
Hardware and Accessories: Chrome-plated, nonferrous, cast zinc alloy (zamac) or clear anodized aluminum.
MAIN OFFICE:
570-586-0719
610-625-0096
EMAIL:
[email protected]
FAX:
570-586-6549
DESIGNED BY:
DRAWN BY:
DATE:
JOB NO.:
SCALE:
SPECIFICATIONS
MATERIALS
A.
Interior Gypsum Board:
1.
Type X.
2.
Ceiling Type: Manufactured to have more sag resistance than regular-type gypsum board.
4.
Moisture- and mold-resistant type.
B.
Trim Accessories:
1.
Interior.
2.
Aluminum: Extruded profiles.
1.2
SUMMARY
A.
Interior gypsum board.
1.1
Designer
Author
1-30-2015
14014.00
12" = 1'-0"
DWG. NO.:
A9.2I
FIELD
CONSTRUCTION
DOCUMENTS

P:\North Pocono School District\Misc 2015 Renovations

Transcription

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