Technical Exhibit A Drawings v3.pdf
PDF 12 MB Posted
- Attached to
- Renovate Bldg 32010 Federal contract opportunity
- Solicitation number
- W91151-23-B-0020
About this file
This file provides details for a federal solicitation to renovate Building 32010. The solicitation number is W91151-23-B-0020 and is being issued by the Department of the Army Materiel Command Mission and Installation Contracting Command Fort Hood for renovation services. The technical exhibit file is 12MB and provides drawings related to the renovation scope of work. Contractors should review the exhibit drawings along with the solicitation documentation to understand the requirements and develop responses for the renovation of Building 32010 at Fort Hood by the specified response date.
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Text version
SHEET NUMBER
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
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TEXAS
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A D
P C
D. HALLOCK M. LENIS
R E
P A
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B
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G
FORT CAVAZOS
FT.CAVAZOS, TEXAS 76544
ENGINEER DR.
BLDG 4612
G-101
C O
V E
R S
H E
E T
DETAIL NUMBER
REFERENCE FROM
REFERENCE TO
PROJECT NUMBER: AD210940PC
87000
86000
85000
22000
88000
52000
53900
48000
51000
60000
69000
30000
38000
36000
26000
50000
40000
43000
39000
56000
11000
25000
13000
42000 33000
44000
41000
32000
10000
49000
35000
29000
18000
12000
1500037000
31000
28000
23000
17000
19000
27000
34000
21000
16000
24000
93020
53400
51000
53000
75000
14000
53000
55000
89000
SCALE : 1" = 2000'-0"
0 1/2 MILE 1 MILE
N
W E
S
INDEX OF DRAWINGS
COVER SHEET
REV SHEET DESCRIPTIONSHEET
G-101
D-001
D-101
REV SHEET DESCRIPTIONSHEET
DEMOLITION NOTES
DEMOLITION PLAN
GENERAL SYMBOLS
NOTE BY SYMBOL
REVISION NUMBER
LEGEND
CLEER CREEK
THE COURSES OF
NEW RAIL HEAD
COLLEGE
CENTRAL TEXAS
III CORPS
HOSPITAL
CARL R. DARNALL
PUBLIC WORKS
DIRECTORATE OF
PROJECT SITE
SYMBOL
SHOEMAKER
TANK TRAIL
BLOCK PLAN
08-MAY-2023
MOTORPOOL RENOVATION BLDG 32010
PROPOSED MECHANICAL PLAN
NEW FLOOR PLANA-101
M-101
PROPOSED PLUMBING PLANP-101
E-101
M-501 MECHANICAL DETAILS
A-502 ARCHITECTURAL DETAILS II
A-001
MECHANICAL NOTESM-001
P-001
ARCHITECTURAL NOTES
PLUMBING NOTES
A-501 ARCHITECTURAL DETAILS I
ELECTRICAL LIGHTING PLANE-102
COMMUNICATIONS PLAN
ELECTRICAL POWER AND
E-001 ELECTRICAL NOTES
FORT CAVAZOS DIRECTORATE OF PUBLIC WORKS - ENGINEERING DIVISION
AIRFIELD
CAVAZOS ARMY
RANGE CONTROL
FORT CAVAZOS
FORT CAVAZOS MILITARY RESERVATION - MAIN CANTONMENT AREA
S-001 STRUCTURAL NOTES
S-101 STRUCTURAL ROOF PLAN
MECHANICAL SYSTEMS PLANM-102
ENLARGED ELECTRICAL PLANE-103
A-602 ARCHITECTURAL SCHEDULES
ENLARGED PLAN
COMMUNICATIONS SOW AND T-101
M-701 MECHANICAL CONTROLS
A
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B. ROBLESB. ROBLES
31-AUG-2023REVISION No.2 TO SOLICITATION
25-AUG-2023REVISION No.1 TO SOLICITATION
05-SEP-2023REVISION No.3 TO SOLICITATION ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
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FORT CAVAZOS
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ENGINEER DR.
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N g ni eeringDi vi s io n
D-201
DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:
A
B
I
(PRE-AWARD AMENDMENTS)
REVISION NUMBER
(POST-AWARD AMENDMENTS)
REVISION LETTER
(LIMITS OF REVISION AREA)
REVISION CLOUD
DRAWING VIEW TITLE
DRAWING VIEW SCALE
NUMBER
DRAWING VIEW
LIMIT OF ENLARGED AREA
DETAIL NUMBER
REFERENCE TO
REFERENCE FROM
DIRECTION OF CUTTING PLANE
PLANE
LIMIT OF CUTTING
LINE OF CUTTING PLANE
MULTIPLE VIEW DESIGNATOR
D
E
F
H
K
DEMOLITION LEGEND:
AT (MEASUREMENT)@
ARCHITECT, ARCHITECTURALARCH
ANCHOR BOLTAB
AND MATERIALS
AMERICAN SOCIETY FOR TESTING ASTM
ENGINEERS
AMERICAN SOCIETY OF CIVIL ASCE
INSTITUTE
AMERICAN IRON AND STEEL AISI
CONSTRUCTION
AMERICAN INSTITUTE OF STEEL AISC
AMERICAN CONCRETE INSTITUTEACI
ALTERNATEALT
C
COORDINATECOORD
JOINT
CONTROL OR CONSTRUCTION CJ
CONTINUOUSCONT
CONNECTIONCONN
CONCRETE MASONRY UNITCMU
CONCRETECONC
COLUMNCOL
CLEARCLR
CENTER LINECL
G
GALVANIZEDGALV
GAGEGA
L
M
N
O
OPPOSITEOPP
ON CENTER EACH WAYOCEW
ON CENTEROC
P
POUND(S)LB(S)
LONG LEG VERTICALLLV
LONG LEG HORIZONTALLLH
LIVE LOADLL
Q
QUANTITYQTY
R
S
T
U
V
W
WIDE FLANGEWF
VERTICALVERT
BUILDINGBLDG
BOTTOM OF STEELBOS
BEAMBM
DRAWING(S)DWG(S)
DIAMETERDIA
DEAD LOADDL
EXPANSION JOINTEJ
EQUALEQ
EACHEA
FEETFT
HEADED CONCRETE ANCHORHCA
INCH(ES)IN
INTERNATIONAL BUILDING CODEIBC
KIPK
MINIMUMMIN
MECHANICALMECH
MAXIMUMMAX
MANUFACTURERMNFR
NUMBERNO
NOT TO SCALENTS
BUILDING
PRE-ENGINEERED METAL PEMB
POUNDS PER SQUARE FOOTPSF
POUNDS PER LINEAR FOOTPLF
REINFORCEMENTREINF
RADIUSR
STEEL JOIST INSTITUTESJI
STEEL DECK INSTITUTESDI
SQUARE FEETSF
SIMILARSIM
SAW JOINTSJ
TYPICALTYP
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF MASONRYTOM
TOP OF CONCRETETOC
TOP OF BEAMTOB
UNLESS NOTED OTHERWISEUNO
UNIFORM FACILITIES CRITERIAUFC
MATCHLINE
TEXT
MATCHLINE CONTINUATION
DEMOLITION NOTES:
ENTIRETY.
REMOVE AND DISPOSE OF ALL TOILET PARTITIONS, TOILETS, SINKS SHOWERS, VANITIES, ETC. IN THEIR DN-9
PREPARATORY.
CONTRACTOR SHALL PROVIDE WORK PLAN FOR SELECTIVE DEMOLITION TO BE DISCUSSED AT DN-8
ALL CONTRACTOR PERSONNEL SHALL BE BRIEFED ON APPROVED HAUL ROUTES.DN-7
EVERY WORKING DAY.
DEMOLITION PROCESS. THE STRUCTURE MUST BE LEFT IN A STABLE AND SECURED POSITION AT THE END OF
ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED PRIOR TO ANY SAW CUTTING OR DN-6
DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE SUBMITTING SHOP DRAWINGS.
DRAWINGS. GENERAL CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF MEMBERS AND REPORT ANY
LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, MAY VARY FROM THAT SHOWN ON THE DN-5
VERIFY EXISTING CONDITIONS, LIMITATIONS AND DIFFICULTY INVOLVED.
AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VISITING THE SITE TO
THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY PARTIAL AND SCHEMATIC IN CONTEXT DN-4
DETERMINING THE TOTAL SCOPE OF WORK INVOLVED.
THE SCOPE OF WORK RELATING TO THE DEMOLITION WORK, AND IS NOT INTENDED AS THE ONLY MEANS OF
BEST AVAILBLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE PREPARATION AND UNDERSTANDING OF
THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING BUILDING, IS THE DN-3
FOR DIMENSIONS.
DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS
CONTRACT DRAWINGS AND EXISTING FIELD CONDITIONS. CONTRACTOR SHALL NOTIFY THE COR OF ANY
THE CONTRACTOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS THOROUGHLY WITH THE DN-2
ORDINANCES, THE LAWS OF THE STATE OF TEXAS, AND NATIONAL CODES.
THIS WORK SHALL COMPLY IN EVERY WAY POSSIBLE WITH THE REQUIREMENTS OF LOCAL LAWS, LOCAL
ALL DEMOLITION SHALL BE CONDUCTED IN ACCORDANCE WITH DPW SPECIFICATIONS. THE EXECUTION OF DN-1
DISCIPLINE WITH DESINATOR:
SHEET NUMBER WITHIN SERIES
SERIES NUMBER
NORTH ARROW
DETAIL INDICATOR SYMBOL
EXTERIOR ELEVATION INDICATOR
SECTION INDICATOR
WITH MULTIPLE VIEWS
INTERIOR ELEVATION INDICATOR
MULTIPLE VIEW DESIGNATOR NOTE BY SYMBOL
NOTE BY SYMBOL WITH LEADER
B
CENTERLINE
F - FIRE PROTECTION
T - TECHNOLOGY
E - ELECTRICAL
P - PLUMBING
M - MECHANICAL
S - STRUCTURAL
A - ARCHITECTURE
C - CIVIL
D - DEMOLITION
G - GENERAL
FOR CONTINUATION SEE DWG. D-101
BRICK
STEEL
DEMOLITION
ITEMS FOR
DENOTES
CONCRETE
MASONRY
UNIT
CONCRETE
CAST STONE
DEMOLITION AND EXISTING
CONCRETE
MASONRY
METAL
CEILING
ACOUSTIC TILE
CEILING
HARDLID
CEILING MATERIALS
FEATURE
EXISTING
WALLS
SCHEDULES
REF ARCH
NEW WALL,
REMAIN
WALL TO
EXISTING
DEMOLISHED
WALL TO BE
EXISTING
SCHEDULES
WALL, REF ARCH
NEW INSULATED
EARTH
EARTH
D
D
D
D
D
D
D
D
D
D
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
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FORT CAVAZOS
FT.CAVAZOS, TEXAS 76544
ENGINEER DR.
BLDG 4612
SCALE: 3/16" = 1'
0 4 8
SCALE (FEET)
D
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DEMOLITION PLAN
D-101
D E
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J. DAVISJ. DAVIS
NOTES:
LEGEND:
EXISTING WALL TO REMAIN
WALL TO BE DEMOLISHED
PLUMBING WALL TO BE DEMOLISHED
DOOR AND FRAME TO BE DEMOLISHED
PLUMBING FIXTURES TO BE DEMOLISHED
25-AUG-2023REVISION No.1 TO SOLICITATION
APPLICATION OF NEW SEALANT.
AROUND THE FACILITY. REMOVE ANY DEBRIS THAT WOULD PREVENT
DEMO ALL SITE CAULKINGS AND SEALANTS IN CONCRETE UP TO 40' 16.
NEW COMMS ROOM, COORDINATE WITH A-101.
ROOM/SWITCH. EXISITING COMMS EQUIPMENT IS TO BE RELOCATED TO
DEMO ALL EXISTING COMMUNICATIONS CABLING BACK TO MECHANICAL15.
INTENT WILL BE TO TIE NEW GAS LINES INTO EXISTING SERVICE.
DEMO EXISTING GAS LINES BACK TO POINT OF ENTRY INTO FACILITY. 14.
TO PANELS. NO EXPOSED CONDUIT IS TO BE ABANDONED IN PLACE.
DEMO EXISTING LIGHTING, CONDUIT, CONTROLS, AND SWITCHES BACK13.
REPLACE ABANDONED RECEPTACLES WITH FLAT PLATES.
CONNECTIONS. ABANDON EXISTING CONDUIT WITHIN CMU WALLS,
SUB-PANELS, AND ANY OTHER ASSOCIATED PATHWAYS OR
THIS SHALL INCLUDE ALL EXPOSED RECEPTACLES, CONDUIT,
DEMO EXISTING ELECTRICAL POWER BACK TO POINT OF ENTRY OR MDP. 12.
TO MECHANICAL ROOM
DEMOLISH ALL EXISTING INSTRUMENT AIR PIPING FROM BAY AREAS BACK 11.
MECHANICAL ROOM.
EXHAUST FAN, ALL PIPING, AND ALL EXISTING CONTROLS FROM
DEMOLISH ALL EXISTING HVAC, BOILER, AIR COMPRESSOR, PUMPS, 10.
TO MECHANICAL ROOM
DEMOLISH ALL EXISTING HOT WATER RADIENT HEATERS AND PIPING BACK9.
TOOTHING IN OF NEW CMU BLOCK IS NOT REQUIRED.
PATCH ANY HOLES OR OPENINGS IN EXISTING CMU WALLS TO REMAIN. 8.
AND DOWNSPOUTS.
DEMO EXISTING METAL ROOF PANELS, RIDGE VENTS, EDGE TRIM, GUTTER, 7.
CONCRETE FLOORING.
CHEMICALLY OR MECHANICALLY REMOVE ALL FINISHES FROM EXISTING6.
DEMO EXISTING 4" CMU PLUMBING WALL WHERE SHOWN. 5.
AND TOILET PARTITIONS.
DEMO ALL EXISTING PLUMBING FIXTURES, BATHROOM ACCESSORIES,4.
INSTALLED.
REMOVED, BRACE WALLS AS NEEDED UNTIL NEW FRAME CAN BE
CODES. PROTECT EXISTING CMU WALLS AS DOOR FRAMES ARE
PROVIDED HAZMAT SURVEYS, ABATE AS REQUIRED PER APPLICABLE
DEMO EXISING DOORS AND FRAMES WHERE SHOWN. REFER TO3.
APPLICABLE CODES.
REFER TO PROVIDED HAZMAT SURVEYS, ABATE AS REQUIRED PER
DEMO EXISTING WINDOWS AND WINDOW FRAMING WHERE SHOWN. 2.
BOTTOM CHANNEL/ FLASHING TO BE REPLACED IN KIND.
STRUCTURAL MEMBERS, ALL OF WHICH ARE TO REMAIN. DEMO EXISTING
INSULATION, AND HAT CHANNEL AND STUD FRAMING. PROTECT EXISTING
AT EXISTING EXTERIOR WALLS, DEMOLISH ALL EXTERIOR METAL SIDING,1.
ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
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FORT CAVAZOS
FT.CAVAZOS, TEXAS 76544
ENGINEER DR.
BLDG 4612
SCALE: 1/2" = 1'-0"
TYPICAL INTERIOR SIGNAGE
SCALE: 1/4" = 1'-0"
FIXTURE HEIGHT GUIDELINES
SCALE: 3/8" = 1'-0"
LAVATORY GUIDELINES
SCALE: 3/8" = 1'-0"
DRINKING FOUNTAIN GUIDELINES
SCALE: 3/8" = 1'-0"
WHEELCHAIR ACCESSIBLE WATER CLOSET
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N O
T E
S
B. ROBLESD. HALLOCK
25-AUG-2023REVISION No.1 TO SOLICITATION
N
A g ni eeringDi vi s io n
2"
CL
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SURFACE
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CL OF PUSH
BUTTON
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OPENING
DRAWINGS
BATHROOM
SEE ENLARGED
M A
X
M A
X
M A
X
M A
X 4
M A
X M A
X
M A
X
FFE1
BO TISSUE
PAPER
M A
X
BOTTOM OF MIRROR
8"
11"
(T O
R E
F L
E C
T E
D S
U R
F A
C E
SECTION
1'-6"
6"
8"
5" (SIDE APPROACH)
FFE
FFE
MIN
MIN
M
IN
M A
X M A
X
M A
X
" MAX2
M A
X
M
IN
M
IN
MAX
MIN
FRONT APPROACH
PLAN
SIDE APPROACH
PLAN
EQUAL EQUAL
2'-6"
4'-0"
EQUAL EQUAL
PATH
ACCESS
(M A
X
3'-0"
2'-0" 1'-0"
1'-6"
1'-0"
3'-6"
3'-0"
1'-0"2'-0"
1'-6"
CL
CL
CL
5'-0"
M
IN
MIN
M
IN
M
IN
MAX
MIN MIN
MIN MIN
PATH
ACCESS
M A
X
M A
X
CL
ROOM NAME
ROOM NUMBER
(PRE-AWARD AMENDMENTS)
REVISION NUMBER
(POST-AWARD AMENDMENTS)
REVISION LETTER
(LIMITS OF REVISION AREA)
REVISION CLOUD
DRAWING VIEW TITLE
DRAWING VIEW SCALE
NUMBER
DRAWING VIEW
LIMIT OF ENLARGED AREA
DRAWING ABBREVIATIONS:
TYPICAL MOUNTING HEIGHT DRAWINGS:
MATERIAL LEGEND: NUMBERING SYSTEM & ANNOTATION SYMBOLS:
MATCHLINE
TEXT
MATCHLINE CONTINUATION
DETAIL NUMBER
REFERENCE TO
REFERENCE FROM
DIRECTION OF CUTTING PLANE
PLANE
LIMIT OF CUTTING
LINE OF CUTTING PLANE
MULTIPLE VIEW DESIGNATOR
A-201
INTERTATIONAL BUILDING CODEIBC
POUNDS PER SQUARE INCHPSI
POUNDS PER SQUARE FOOTPSF
A
R
S
T
U
Q
QUANTITYQTY
B
C
E
F
G
H
I
L
M
N
O
P
GENERAL NOTES
HAVING JURISDICTION.
ALL SHORING AND BRACING SHALL BE IN ACCORDANCE WITH OSHA REQUIREMENTS AND OTHER AGENCIES 7.
CONTRACTOR TO PROVIDE BLOCKING FOR ALL WALL MOUNTED ITEMS, SEE STRUCTURAL.6.
DRAWINGS SHALL NOT BE SCALED FOR CONSTRUCTION PURPOSES.5.
BUILDING PERIMETER.
SEE CIVIL DRAWINGS FOR ALL CURBS, SIDE-WALKS, RAMPS, AND OTHER CONSTRUCTION OUTSIDE THE 4.
ALL DIMENSIONAL DATA IS IN IMPERIAL UNITS (INCH, POUNDS).3.
UNO, ALL DIMENSIONS ARE TO FACE OF STRUCTURAL WALL, GYPSUM BOARD, OR COLUMN CENTERLINE.2.
TYPICAL NOTES AND LEGENDS ON THIS SHEET ARE APPLICABLE TO ARCHITECTURAL DRAWINGS ONLY.1.
BOTTOM OF VAULT CEILINGBOVC
BOTTOM OF STEELBOS
BOTTOM OF PARAPETBOP
BOTTOM OF METAL CANOPYBOMC
BOTTOM OF ...BO
BUILDINGBLDG
EQUALEQ
EXPANSION JOINTEJ
FINISH SYSTEM
EXTERIOR INSULATION AND EIFS
FEETFT
FINISH FLOOR ELEVATIONFFE
FLOOR DRAINFD
FLOOR CLEANOUTFCO
MISCELLANEOUSMISC
MINIMUMMIN
MANUFACTURERMNFR
MAXIMUMMAX
NOT TO SCALENTS
PROTECTION ASSOCIATION
NATIONAL APPLICABLE FIRE NFPA
NOT APPLICABLEN/A
OPPOSITEOPP
OUTSIDE DIAMTEROD
ON CENTEROC
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF PARAPETTOP
TOP OF METAL CANOPYTOMC
TOP OF HARD LID CEILINGTOHL
TOP OF GLASS WINDOWSTOGW
TOP OF DOORTOD
TOP OF CEILINGTOC
TOP OF BRIGADE SIGNTOBS
TOP OF ACOUSTIC CEILINGTOAC
UNLESS NOTED OTHERWISEUNO
V
VINYL COMPOSITION TILEVCT
RUBBER BASERB
REFERENCEREF
GYPSUM WALL BOARDGWB
GROUND ELEVATIONGE
HOLLOW METALHM
HIGH DENSITY POLYETHYLENEHDPE
HOSE BIBBHB
LUXURY VINYL TILELVT
LINEAR FEET (FOOT)LF
POUNDSLBS
CLEANOUTCO
CONCRETE MASONRY UNITCMU
CENTER LINECL
CONTROL JOINTCJ
CERAMIC BASECB
ABOVE FINISHED FLOORAFF
ACT
AMERICANS WITH DISABILITIES ADA
ACOUSTIC CEILING TILEACT
AIR CONDITIONINGA/C
STEELSTL
SQUARE YARDSQ YD
SQUARE INCHSQ IN
SIMILARSIM
SQUARE FOOTSF
SOLID CORESC
SEE INDIVIDUAL DRAWINGS
141B
C4.9
OFFICE
PROPOSED DOOR
EXISTING DOOR
DOOR NUMBER
WINDOW NUMBER
WALL TYPE
FIXTURE INDICATOR
DATUM
FLOOR LEVEL AND NAME
DESIGNATOR
GRID AND COLUMN LINE
CENTERLINE
SYMBOL
CHANGE IN ELEVATION
NORTH ARROW
DETAIL INDICATOR SYMBOL
EXTERIOR ELEVATION INDICATOR
SECTION INDICATOR
WITH MULTIPLE VIEWS
INTERIOR ELEVATION INDICATOR
MULTIPLE VIEW DESIGNATOR NOTE BY SYMBOL
NOTE BY SYMBOL WITH LEADER
DISCIPLINE WITH DESINATOR:
SHEET NUMBER WITHIN SERIES
SERIES NUMBER
T.O.S.
100'-0"
FLOOR TYPE TRANSITION STRIP
F - FIRE PROTECTION
T - TECHNOLOGY
E - ELECTRICAL
P - PLUMBING
M - MECHANICAL
S - STRUCTURAL
A - ARCHITECTURE
C - CIVIL
D - DEMOLITION
G - GENERAL
FOR CONTINUATION SEE DWG. A-101
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
A
CAPSULE
A
110'-4"
"4
12'-115'-11"6'-4"8'-5""8
18'-916'-0""4
3'-916'-0""8
3'-416'-0"2'-9"
"8
31'-911'-0""4
9'-716'-0""4
3'-916'-0""8
3'-416'-0"2'-9"
SHEET NUMBER
D ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
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D. HALLOCK M. LENIS
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P A
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B
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G
FORT CAVAZOS
FT.CAVAZOS, TEXAS 76544
ENGINEER DR.
BLDG 4612
SCALE: 3/16" = 1'
0 4 8
SCALE (FEET)
A
A
NEW FLOOR PLAN
A-101
N E
W F
L O
O R
P L
A N
N
3'-0""8
14'-84'-0""8
15'-64'-0""8
14'-113'-0" g ni eeringDi vi s io n
J. DAVISJ. DAVIS
NOTES:
ROOFING NOTES:
NOT BE PERMITTED.
EXTRUDED SEAMLESS SYSTEMS (K-STYLE). SPLICING OF GUTTERS AND DOWNSPOUTS SHALL
BOOTS. ALL NEW GUTTERS AND DOWNSPOUTS SHALL BE INSTALLED AS ONE-PIECE
CONTRACTOR SHALL INSTALL NEW SEAMLESS GUTTER SYSTEM, DOWNSPOUTS, AND 7.
HAVE FIRE RETARDENT COATING, FINISH WHITE WHERE EXPOSED.
SPRAY FOAM INSULATION, ACHIEVING A MINIMUM OF R-30 VALUE. SPRAY FOAM SHALL
APPLY 2" CLOSED-CELL SPRAY FOAM INSULATION BARRIER THEN THE REST OPEN CELL
CONTRACTOR SHALL SPRAY FOAM ENTIRE UNDERSIDE OF ROOF. CONTRACTOR SHALL 6.
KEYED NOTES:
NEW KNOX BOX
NEW CASED OPENING
31-AUG-2023REVISION No.2 TO SOLICITATION
INSTALL NEW JANITOR FLOOR SINK WHERE SHOWN. 22.
GRIPS FOR HANDLES/MOPS.
INSTALL NEW JANITOR SHELF, 8" DEEP @ 72" A.F.F.. SHALL HAVE RUBBER21.
SHELF, MIRROR, AND PAPER TOWEL DISPENSER AT EACH SINK IN LATRINES.
INSTALL NEW TOILET TISSUE DISPENSER AT EACH TOILET. NEW METAL 20.
AT FLOOR AND WALL CONNECTIONS.
INSTALL NEW PHENOLIC PARTITIONS WHERE SHOWN IN LATRINE. BRACE19.
STAMPED/SEALED BY A THIRD PARTY LICENSED FIRE PROTECTION ENGINEER.
FIRE RISER ROOM 14. DESIGNS FOR SYSTEM SHALL BE DEVELOPED,
LINE SHALL HAVE A WALL MOUNTED P.I.V. ON THE EXTERIOR WALL OUTSIDE
RISER ROOM 14, NEW FIRE LINE TO FACILITY PROVIDED BY OTHERS. FIRE
CODES, MOST RECENT EDITIONS. FIRE RISER SHALL BE HOUSED IN FIRE
IN ACCORDANCE WITH UFC 3-600-01 AND APPLICABLE NFPA AND IBC
INSTALL NEW AUTOMATIC SPRINKLER SYSTEM THROUGHOUT BUILDING 18.
PROTECTION ENGINEER.
SHALL BE DEVELOPED, STAMPED/SEALED BY A THIRD PARTY LICENSED FIRE
APPLICABLE NFPA AND IBC CODES, MOST RECENT EDITIONS. DESIGNS FOR SYSTEM
MONACO BTXM PANELIN BUILDING PER UFC 3-600-01 AND UFC 4-021-01 AND
INSTALL NEW COMBINATION MASS NOTIFICATION AND FIRE ALARM SYSTEM WITH 17.
ENSURE DOORS OPERATE AS INTENDED.
INCLUDE BUT NOT LIMITED TO: LUBRICATING THE SYSTEM; CLEANING GEARS; ETC... TO
SIDES. PERFORM TYPICAL MAINTENANCE ON OVERHEAD DOOR MECHANISMS TO
STRIP, PRIME, AND REPAINT EXISTING OVERHEAD DOORS, INTERIOR AND EXTERIOR16.
(TOTAL 36 BOLLARDS).
SAFETY YELLOW, WITH SINGLE BLACK STRIPE AROUND, NEAR TOP OF BOLLARD
STRIP, PRIME, AND REPAINT ALL BOLLARDS WITHIN 40' OF BUILDING 32010 TO BE15.
RECOMMENDATIONS.
APPLY NEW SEALER TO ALL CONCRETE FLOORS PER MANUFACTURER'S 14.
INSTALL NEW RUBBER WALL BASE ON ALL WALLS. COLOR SHALL BE BLACK. 13.
RECEIVE ORANGE PEEL TEXTURE PRIOR TO PAINTING.
PAINT ALL INTERIOR WALLS TO MATCH S.W. 7008 ALABASTER. NEW GWB WALLS SHALL12.
WHOLE FLOOR IN ROOM 11 TO MATCH FLOOR ELEVATION IN ROOM 8.
FOLLOWING STRIPPING OF ALL PAINT AND FINISHES FROM CONCRETE FLOORS, FLOAT11.
YELLOW.
STRIPE SAFETY LANES IN MAINTENANCE BAY 1. SAFETY LANES SHALL BE FILLED,
FOLLOWING STRIPPING OF ALL PAINT AND FINISHES FROM CONCRETE FLOORS, 10.
NOT USED9.
FINISH SCHEDULE.
INTERIOR WALLS TO MATCH FINISH SCHEDULE. INSTALL BASE WHERE CALLED OUT ON
TEXTURE ALL GWB TO ORANGE PEEL FINAL TEXTURE. PREP, PRIME, AND PAINT ALL8.
FRAME INSTALLATIONS.
AT EXISTING CMU WALLS, PATCH ALL HOLES AND OPENINGS NOT REUSED FOR DOOR7.
CMU WALL TO EXTEND TO DECK. SEE A-501, DETAIL 5 FOR TYPICAL DETAIL.
AT EXISTING WALLS TO REMAIN, SPLICE NEW GWB WALL ONTO TOP OF EXISTING 6.
INSTALL NEW WALLS WHERE SHOWN. SEE A-501 FOR WALL TYPES.5.
STANDARD DETAILS.
INSTALL NEW DOORS AND FRAMES WHERE SHOWN. SEE A-501 DETAIL 2 FOR4.
INSTALL NEW WINDOWS WHERE SHOWN. SEE A-501, DETAIL 3 FOR STANDARD DETAIL. 3.
FINISH WHITE WHERE EXPOSED.
BEHIND NEW METAL SIDING. SPRAY FOAM SHALL HAVE FIRE RETARDENT COATING,
ALL EXTERIOR WALLS SHALL RECEIVE MIN. 3" CLOSED CELL SPRAY FOAM INSULATION
INSTALL NEW VERTICAL METAL SIDING TO MATCH BUILDING 32008 IN APPEARANCE.2.
PERIMETER WALLS TO REPLACE OLD/RUSTED FLASHING. SEE DETAIL 1, SHEET A-501.
INSTALL NEW BOTTOM TRACK/FLASHING WITH BACKER ROD AND SEALANT ALONG 1.
10LB ABC RATED FIRE EXTINGUISHER
NEW WALL MOUNTED BRACKET AND
REPLACEMENT FOR A PERIOD OF NOT LESS THAN 20 YEARS.
DIRECTLY TO GOVERNMENT AND COVER ALL MATERIALS AND LABOR FOR REPAIR OR
WARRANTY. MANUFACTURER'S WARRANTY SHALL BE A NO DOLLAR LIMIT AND RUN
MANUFACTURER, APPROVED AT A LEVEL CAPABLE OF PROVIDING THE SPECIFIED
EXPERIENCE AS AN APPROVED, AUTHORIZED, OR LICENSED APPLICATOR WITH THAT
WRITING BY THE ROOF PANEL MANUFACTURER AND HAVE A MINIMUM OF 3 YEARS
METAL ROOF SYSTEM APPLICATOR MUST BE APPROVED, AUTHORIZED, OR LICENSED IN 5.
INSTALLATION.
MANUFACTURER'S REPRESENTATIVE AT THE JOB SITE, ON 100% OF THE WORK AFTER
SUBMIT DOCUMENTATION OF THE TESTING AND VERIFICATION ACTIONS TAKEN BY THE 4.
TOPCOAT WITH A MANUFACTURER'S RECOMMENDED PRIME COAT.
ALL PANELS ARE TO RECEIVE A FACTORY APPLIED FINISH CONSISTING OF A BAKED 3.
NRCA ROOFING AND WATERPROOFING MANUAL".
MANUFACTURER'S WRITTEN RECOMMENDATIONS AND RECOMMENDATIONS IN NRCA "THE
CONTRACTOR SHALL INSTALL UNDERLAYMENT ACCORDING TO ROOF PANEL 2.
FLUTE FILLER AND 22GA ROOF PANEL (R-PANEL), PANEL WIDTH SHALL BE 18".
MEMBRANE ON TOP OF 5/8" DENSGLASS GYPSUM BOARD. CONTRACTOR SHALL USE
USE 20GA 1-1/2" METAL B-DECK. CONTRACTOR SHALL USE AN AIR BARRIER/MOISTURE
CONTRACTOR SHALL INSTALL A STANDING SEAM ROOF SYSTEM. CONTRACTOR SHALL1.
25-AUG-2023REVISION No.1 TO SOLICITATION
SHOP AREA
HALL
MECHANICAL
BREAK AREA
FIRE RISER ROOM
COMMUNICATIONS
STORAGE
LATRINE
WOMEN'S
LATRINE
MEN'S
OFFICE
OFFICE
OFFICE
OFFICE
OFFICE
121314
6A
6B
9 10
A.5
A.5A.5
CC
C
C
C
C-2
C-2
C-2
C-2 D C C C
C
DD
DD
A.5
A.7
2 2
A
A
A
A
A
A
A
A ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
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D. HALLOCK M. LENIS
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P A
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B
L D
G
FORT CAVAZOS
FT.CAVAZOS, TEXAS 76544
ENGINEER DR.
BLDG 4612
STRUCTURE
(BOTH SIDES)
5/8" GWB
STUDS 16" O.C.
A.7: 6" METAL
STUDS 16" O.C.
A.5: 3-5/8" METAL
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
5/8" GAP
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5"
SCALE: 1" = 1'101
A
A WALL TYPE A - TYPICAL
A
STRUCTURE
STUDS 16" O.C.
3-5/8" METAL
AS SCHEDULED
WALL FINISHES
AS SCHEDULED
WALL BASE
FLOOR
5/8" GAP
16" O.C.
CONCRETE SLAB
TRACK TO
ANCHOR METAL
5"
(EXPOSED SIDE ONLY)
5/8" GWB
SCALE: 1" = 1'101
A
B WALL TYPE B - TYPICAL0 1 2
SCALE (FEET)
.5
A
GWB EXTENSION OF CMU WALL
A-501
SCALE: 1" = 1'101
A
0 1 2
SCALE (FEET)
.5
A
SCALE: 1" = 1'101
A
A
2 @ DOOR
WALL SECTION
SCALE: 1" = 1'101
A
A
3 @ WINDOW
WALL SECTION
SCALE: 1" = 1'101
A
A
5 EXISTING CMU WALLS
GWB EXTENSION AT
A R
C H
IT
E
C T
U R
A L
D E
T A
IL
S
I
EXISTING CMU WALL TO REMAIN
SCALE: 1" = 1'101
A
A
4 WALL TYPE D
SECTION AT
WALL TYPE C / C-2
SECTION AT
g ni eeringDi vi s io n
J. DAVISJ. DAVIS
EXISTING GIRT TO REMAIN
NEW VERTICAL METAL SIDING, R-PANEL GA 26
NEW WEATHERSTRIPPING
NEW 3" CLOSED CELL SPRAY FOAM
3-5/8" METAL STUDS @ 16" O.C.
WALL BASE
NEW 4" VINYL
FIX TOP TRACK TO Z GIRT
SEE A-101 ROOF NOTES
NEW METAL ROOF SYSTEM
NEW GUTTER SYSTEM
NEW FLASHING AT DOOR OPENINGS
ATTACH FRAMING TO EXISTING Z-GIRT
NEW THRESHOLD
NEW EXTERIOR DOOR
ATTACH FRAMING TO EXISTING Z-GIRT
NEW FLASHING AT WINDOW OPENINGS
NEW FLASHING AT WINDOW OPENINGS
EXISTING CMU WALL TO REMAIN
H-TRIM AND CAULKING AT JOINT
TO TOP OF CMU WALL
BOTTOM TRACK ATTACHED
3-5/8" METAL STUDS @ 16" O.C.
BACKER ROD OR FOAM INFILL AND CAULKING
FIX TOP TRACK TO STRUCTURE
EXISTING GIRT TO REMAIN
NEW VERTICAL METAL SIDING, R-PANEL GA 26
NEW WEATHERSTRIPPING
NEW 3" CLOSED CELL SPRAY FOAM
SEE A-101 ROOF NOTES
NEW METAL ROOF SYSTEM
NEW GUTTER SYSTEM
FOAM UNDER ROOF STRUCTURE (TYP.)
NEW R-30 CLOSED CELL SPRAY
NEW DOWNSPOUT NEW DOWNSPOUT
31-AUG-2023REVISION No.2 TO SOLICITATION
10x LARGE HOOKS
20x MEDIUM HOOKS
20x SMALL HOOKS
CONTRACTOR PROVIDE COMPATIBLE HOOKS FOR EQUIPMENT:
"DIAMONDLIFE - PEGBOARD MX"
TOP 4' OF WALL = GALVANIZED STEEL PEGBOARD TO MATCH
BOTTOM 4' OF WALL = 8GA ALUMINUM DIAMOND PLATE PANEL
TYPE C-2 -
TYPE C - 5/8" GYPSUM WALLBOARD
25-AUG-2023REVISION No.1 TO SOLICITATION ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
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D. HALLOCK M. LENIS
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B
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FORT CAVAZOS
FT.CAVAZOS, TEXAS 76544
ENGINEER DR.
BLDG 4612
BRAILLE
SCALE: 1/2" = 1'
20 4
SCALE (FEET)
0'-2"
NAME PLATE INSERTS
NAME PLATE INSERTS
BRAILLE
NAME PLATE INSERTS
NAME PLATE INSERTS 0
0'-8"
(NOT TO SCALE)
A
A
SIGNAGE PLACEMENT
TYPICAL INTERIOR
MEN
0'-6"
GRADE TWO BRAILLE
PERMANENT LETTERS
3/4" HIGH HELVETICA RAISED
COLOR TO MATCH PT-4
1/8" ACRYLIC FRAME
RAISED SYMBOLS
WOMEN
0'-6"
GRADE TWO BRAILLE
PERMANENT LETTERS
3/4" HIGH HELVETICA RAISED
COLOR TO MATCH PT-4
1/8" ACRYLIC FRAME
RAISED SYMBOLS
0'-8"
PERMANENT NUMBER
1 3/8" HELVETICA RAISED
GRADE TWO BRAILLE
PERMANENT LETTERS
1/2" HIGH HELVETICA RAISED
COLOR TO MATCH PT-4
1/8" ACRYLIC FRAME
0'-8"
SCALE: 3" = 1'
1.50
SCALE (FEET)
.25
PERMANENT NUMBER
1 3/8" HELVETICA RAISED
GRADE TWO BRAILLE
NAME PLATES WITH CLEAR SLEEVES
SLIDE OUT SLOTS FOR CHANGEABLE
A
A
INTERIOR SIGNAGE TYPES
TYPE 1 - OFFICES
MAINTENANCE BAY
SLIDE SLOT
SLIDE SLOT
COLOR TO MATCH PT-4
1/8" ACRYLIC FRAME
TYPE 2 - BAY AND STORAGE
TYPE 3 - MALE LATRINE TYPE 4 - FEMALE LATRINE
DOWNSPOUT
STRAP - TYPICAL OR
INTEGRAL FLANGES
CAST METAL BOOT
DIMENSIONS AS
REQUIRED TO FIT
DOWNSPOUT
BLOCK
SPLASH
CONCRETE
2'-0"X1'-0"
A-502
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FRONT ELEVATION A B C
TOP VIEW
SCALE: NTS
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METAL BOOT DETAIL
TYPICAL CAST
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A B C CABINET NOTES:
DRAWERS SHALL HAVE STAINLESS STEEL OR CHROME SATIN FINISH HARDWARE. 4.
OVERHANG CABINET BY 1" ON FREE ENDS. LAMINATE SHALL MATCH WILSONART LAMINATE D96-60 "SHADOW"
COUNTERTOP SHALL BE 1" THICK LAMINATE COUNTERTOP WITH FLAT EDGES. COUNTERTOP SHALL3.
ALL WOOD SHALL BE SOLID HARDWOOD PANEL, RED OAK STAINED TO MATCH S.W. 3134 "WEATHERED TEAK".2.
COORDINATE WITH E-101 FOR LOCATION OF ABOVE COUNTER RECEPTACLES. 1.
1"
2'-0"
1"
2'-7"
1"
1'-0"
1"
6'-0"
2"
1'-9"
2'-0"
6'-0"
2'-0"
2'-0"
J. DAVISJ. DAVIS
05-SEP-2023REVISION No.3 TO SOLICITATION
Sheet
Drawing
1"=2'-0"
25-AUG-2023REVISION No.1 TO SOLICITATION ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
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ENGINEER DR.
BLDG 4612
A-602
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HARDWARE SETS:
A
DOOR SCHEDULE NOTES:
ROOM FINISH SCHEDULE NOTES:
EXISTING CMU SHALL BE WIRE BRUSHED TO REMOVE OLD PAINT, PREPPED, PRIMED AND PAINTED. 3.
GWB SHALL BE TEXTURED TO ORANGE PEEL LEVEL 3 FINISH, PRIMED AND PAINTED. 2.
EXPOSED SPRAY FOAM INSULATION SHALL BE COATED WITH FIRE RETARDANT COATING, FINISHED WHITE.1.
ANY EQUIVALENT PRODUCT IS ACCEPTABLE.
- FINISHES CALLED OUT ARE FOR DESIGN PURPOSES ONLY,
1 - EXIT SINGLE 2 - OFFICE
- WEATHERSTRIPPING AND DOOR SWEEP
- FLOOR MOUNT DOORSTOP
- DOOR CLOSURE
- 7-PIN I.C. CORE LOCKSET
- CLASSROOM TRIM OUTSIDE
- TOP AND BOTTOM BOLT
- PANIC HARDWARE INSIDE
- 1.5 PAIR HINGES
3- PRIVACY
- WALL MOUNT DOORSTOP
- STC GASKETING
- DOOR CLOSURE
- FLATHEAD OVERRIDE
- PUSH BUTTON INSIDE
- PRIVACY LOCKSET
- 1.5 PAIR HINGES
- PROVIDE BLOCKING FOR WALL-MOUNT DOOR STOPS.
LOCK-SHOP S.O.P. IN SPECIFICATIONS ATTACHMENTS.
- 7-PIN I.C. CORE LOCKSETS SHALL MEET REQUIREMENTS OF FT. CAVAZOS
TO MATCH DOOR FRAMES.
- CASED OPENINGS NOT TRACKED AS DOORS. FRAMES SHALL BE FINISHED
EQUIVALENT MANUFACTURER MEETING SPECIFICATIONS IS ACCEPTABLE.
- HARDWARE SET LOCKSETS ARE CALLED OUT PER "YALE" FUNCTIONS. ANY
TOP AND BOTTOM SLIDE BOLTS
-INACTIVE LEAF-
STOREROOM LOCKSET (3-1)
- ACTIVE LEAF -
- THRESHOLD
- WEATHERSTRIPPING
- DOOR COORDINATOR
- 2x DOOR CLOSURES
- 3 PAIR HINGES
5- MECHANICAL DOUBLE DOOR4- PASSAGE
- WALL MOUNT DOORSTOP
- STC GASKETING
- DOOR CLOSURE
- PUSH/PULL BARS
- 1.5 PAIR HINGES
- FLOOR MOUNT DOORSTOP
- SOUND GASKETING
- FLOOR MOUNT DOORSTOP
- 7-PIN I.C. CORE LOCKSET
- ENTRY LOCKSET
- 1.5 PAIR HINGES
6- MECHANICAL SINGLE DOOR
- STOREROOM LOCKSET (3-1)
- THRESHOLD
- WEATHERSTRIPPING
- DOOR CLOSURE
- 1.5 PAIR HINGES
DOOR TYPES:
CB, DA, E
g ni eeringDi vi s io n
J. DAVISJ. DAVIS
05-SEP-2023REVISION No.3 TO SOLICITATION
25-AUG-2023REVISION No.1 TO SOLICITATION ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
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D. HALLOCK M. LENIS
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FORT CAVAZOS
FT.CAVAZOS, TEXAS 76544
ENGINEER DR.
BLDG 4612
S-001
S T
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FLOOR PLAN
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DESIGN LOADS:
LOADS.
UNLESS SPECIFICALLY NOTED, THERE ARE NO PROVISIONS FOR FUTURE FLOORS, ROOFS OR OTHER DL-6
EXPOSURE CATEGORY................................................"B"
ULTIMATE DESIGN WIND SPEED................................120 MPH
RISK CATEGORY...........................................................III
WIND LOADS:DL-5
FLAT ROOF SNOW LOAD, Pf........................................5 PSF
GROUND SNOW LOAD, Pg...........................................5 PSF
SNOW LOAD:DL-4
ROOF LIVE LOADS MAY BE REDUCED.DL-3
*ROOF............................................................................20 PSF
UNIFORM DESIGN LIVE LOAD IS AS FOLLOWS:DL-2
DEAD LOAD IS 20 PSF OR ACTUAL LOAD WHICHEVER IS LARGER.
AND FIXED SERVICE EQUIPMENT. ALL DEAD LOADS ARE CONSIDERED PERMANENT LOADS. MINIMUM ROOF
FINISHED, CLADDING AND OTHER SIMILARLY INCORPORATED ARCHITECTURAL AND STRUCTURAL ITEMS, INCLUDING BUT NOT LIMITED TO WALLS, FLOORS, ROOFS, CEILINGS, STAIRWAYS, BUILD-IN PARTITIONS, DEAD LOADS INCLUDE THE WEIGHT OF CONSTRUCTION MATERIALS INCORPORATED INTO THE BUILDING, DL-1
GENERAL NOTES:
REPAIRED TO EQUIVALENT OR BETTER CONDITION.
PROTECT ALL REMAINING EXISTING STRUCTURES. ANY DAMAGE TO AN EXISTING STRUCTURE SHALL BE GN-11
QUALITY OR QUANTITY OF THE WORK.
CONTRACT DOCUMENTS. THESE LIMITED SITE OBSERVATIONS ARE NOT INTENDED TO BE A CHECK OF THE
DETERMINING IF THE WORK OF THE CONTRACTOR IS PROCEEDING IN ACCORDANCE WITH THE STRUCTURAL
PERIODIC SITE OBSERVATIONS BY THE STRUCTURAL ENGINEER ARE SOLELY FOR THE PURPOSE OF GN-10
ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.
SUBCONTRACTOR, OR ANY OTHER PERSONS PERFORMING ANY OF THE WORK, OR FOR THE FAILURE OF
PROGRAMS IN CONNECTION WITH THE WORK, FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR, MEANS, METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND
THE GOVERNMENT SHALL NOT HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR CONSTRUCTION GN-9
THE DOD-P-21035A OR SSPC-PAINT 20.
CONTENT WITH DRY FILM CONTAINING NO LESS THAN 95% ZINC-DUST BY WEIGHT, AND COMPLYING WITH
PAINT IN ACCORDANCE WITH ASTM A780. THE GALVANIZING REPAIR PAINT SHALL HAVE A HIGH ZINC-DUST
CONNECTIONS AND ABRADED AREAS SHALL BE CLEANED AND "TOUCHED UP" WITH GALVANIZING REPAIR
HOT-DIP PROCESS AND ACCORDING TO ASTM A123. WHEN APPLICABLE, FIELD WELDS BOLTED
ALL EXPOSED MISCELLANEOUS STEEL SHALL BE CLEANED AND GALVANIZED. APPLY ZINC COATING BY THE GN-8
WHEN PLACING MATERIALS ON ROOFS.
CONTRACTOR'S RESPONSIBILITY TO ENFORCE THIS REQUIREMENT. IMPACT LOADS SHALL BE PREVENTED
CONSTRUCTION MATERIALS SHALL NOT BE STORED ON ROOFS IN EXCESS OF THE DESIGN LOADS. IT IS THE GN-7
COMPLETED PORTION OF THE STRUCTURE.
STATE OF TEXAS WHICH VERIFY THE MEANS OF STRUCTURALLY MAINTAINING THE INTEGRITY OF THE
CONTRACTOR SHALL PROVIDE CALCULATIONS SEALED BY A LICENSED STRUCTURAL ENGINEER IN THE
DIRECTIONS. WHEN REQUIRED BY THE CONSTRUCTION DOCUMENTS OR THE STRUCTURAL ENGINEER, CONSTRUCTION DOCUMENTS. TEMPORARY BRACING SHALL BE PROVIDED BY THE CONTRACTOR IN ALL
STRUCTURE UNTIL ALL PERMANENT CONNECTIONS ARE MADE, AND ENCLOSED PERMANENTLY AS PER
CONTRACTOR SHALL CONSIDER ALL CONSTRUCTION LOADS APPLIED TO THE PARTIALLY COMPLETED
THE STRUCTURE HAS BEEN DESIGNED TO RESIST DESIGN LOADS ONLY AS A COMPLETED STRUCTURE. GN-6
GENERAL CONTRACTOR SHALL INSPECT JOB FOR COMPLETION BEFORE SCHEDULING ANY OBSERVATIONS.GN-5
STRUCTURAL STEEL SHOP DRAWINGSA.
SHALL BE SUBMITTED:
CONCEPT EXPRESSED IN THE CONTRACT DOCUMENTS. AS A MINIMUM, THE FOLLOWING SHOP DRAWINGS
LIMITED PURPOSE OF CHECKING FOR CONFORMANCE WITH INFORMATION GIVEN AND THE DESIGN
REPRODUCED FOR SHOP DRAWINGS. THE STRUCTURAL ENGINEER WILL REVIEW SHOP DRAWINGS FOR THE
BY THE GENERAL CONTRACTOR PRIOR TO FABRICATION. STRUCTURAL DRAWINGS SHALL NOT BE
COMPLETED SHOP DRAWINGS SHALL BE PROVIDED FOR ALL FABRICATED ITEMS AND SHALL BE REVIEWED GN-4
FOR DIMENSIONS.
DISCREPANCIES OR INCONSISTENCIES BEFORE PROCEEDING WITH THE WORK. DO NOT SCALE DRAWINGS
THOROUGHLY WITH THE CONTRACT DOCUMENTS AND NOTIFY THE STRUCTURAL ENGINEER OF ANY
THE CONTRACTOR AND FABRICATOR SHALL VERIFY ALL QUANTITIES, DIMENSIONS AND CONDITIONS GN-3
WHERE CONDITIONS ARE SIMILAR TO THOSE DESCRIBED IN DETAILS.
THE DETAILS DESIGNATED AS "TYPICAL DETAILS" APPLY GENERALLY TO THE DRAWINGS IN ALL AREAS GN-2
STRUCTURE IS DESIGNED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE (IBC) 2015 EDITIONGN-1
SCHEDULE OF SITE OBSERVATIONS BY STRUCTURAL ENGINEER:
NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR CONTRACTOR QUALITY CONTROL.
STRUCTURAL SITE OBSERVATIONS ARE THE REQUIREMENTS OF THE STRUCTURAL ENGINEER AND DOES NOTE:
B. NOTIFY COR AT LEAST 24 HOURS BEFORE EACH SITE OBSERVATION.
INSTALLATION OF ARCHITECTURAL FINISHES.
A. STRUCTURAL STEEL: BEFORE CONNECTIONS AND STRUCTURAL MEMBERS ARE HIDDEN BY
COR AND STRUCTURAL ENGINEER TO SET UP A SCHEDULE FOR THE FOLLOWING OBSERVATIONS:
PRIOR TO THE BEGINNING OF CONSTRUCTION, THE CONTRACTOR SHALL ARRANGE A MEETING WITH THE SO-1
STRUCTURAL STEEL:
ALL WELDS EXPOSED TO VIEW SHALL BE CLEANED AND GROUND SMOOTH.SS-11
COST TO THE GOVERNMENT.
INCREASED AS REQUIRED TO ACCOMMODATE ROLLING FABRICATION REQUIREMENTS AT NO ADDITIONAL
MINIMUMS TO MEET STRENGTH AND DEFLECTION REQUIREMENTS. MEMBER THICKNESSES CAN BE
ROLLED MEMBER SIZES / THICKNESS INDICATED ON THE STRUCTURAL DRAWINGS ARE REQUIRED SS-10
ALL FIELD WELDING.
OPERATIONS. A FIRE EXTINGUISHER SHALL BE ON THE JOB SITE AND IN THE IMMEDIATE WORKING AREA OF
CONTRACTOR SHALL PROVIDE PROTECTION FOR ALL EXISTING STRUCTURES DURING ALL FIELD WELDING SS-9
PLATES AFTER COLUMN HAS BEEN PLUMBED BUT PRIOR TO ROOF INSTALLATION.
BEARING PLATES BEFORE FRAMING MEMBER IS INSTALLED. AT COLUMNS, INSTALL DRY PACK UNDER BASE
DRY PACK SHALL BE 5,000 PSI FIVE STAR NON-SHRINK GROUT OR EQUIVALENT. INSTALL DRY PACK UNDER SS-8
WELDS SHALL BE IDENTIFIED BY THE CONTRACTOR ON THE SHOP DRAWINGS.
CONSTRUCTION SEQUENCE. PROPOSED REVISIONS FROM SHOP TO FIELD WELDS OR FROM FIELD TO SHOP
THE CONTRACTOR SHALL REVIEW SHOP AND FIELD WELD REQUIREMENTS FOR COMPATIBILITY WITH THE SS-7
STEEL SHOP DRAWINGS.
LICENSED IN THE STATE OF TEXAS FOR ALL CONNECTIONS DETAILED BY OTHERWISE ON THE STRUCTURAL
SHALL PROVIDE CONNECTION DESIGN CALCULATIONS SEALED AND SIGNED BY A REGISTERED ENGINEER
TESTING AGENCY. DIRECT TENSION INDICATOR (DTI) BOLTS SHALL BE PERMITTED. THE STEEL FABRICATOR
A490 BOLTS". VISUAL INSPECTION OF BOLTED CONNECTIONS SHALL BE PERFORMED BY AN INDEPENDENT
AND SHALL BE IN ACCORDANCE WITH THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR
BOLTED BEAM CONNECTIONS SHALL BE SIMPLE FRAMED SHEAR CONNECTIONS USING ASTM A325X BOLTS SS-6
OTHERWISE ON THE PLANS, THE CONTRACTOR MAY SHOP WELD OR FIELD WELD AT THEIR DISCRETION.
USING CONTINUOUS, ALL AROUND/BOTH SIDES OF MEMBER WITH FILLET WELDS. UNLESS NOTED
PLANS, ALL SHOP FABRICATED OR FIELD ASSEMBLED ADJOINING STEEL MEMBERS SHALL BE CONNECTED
WELDS SHALL BE PERFORMED BY AN INDEPENDENT TESTING AGENCY. UNLESS NOTED OTHERWISE ON THE
SECTIONS 6.5 AND 6.9 OF THE AWS D1.1 "STRUCTURAL WELDING CODE-STEEL". VISUAL INSPECTIONS OF
SERIES LOW HYDROGEN RODS. ALL WELDS SHALL BE VISUALLY INSPECTED IN ACCORDANCE WITH
THE TYPE OF WELDS AS SHOWN ON THE DRAWINGS. ALL WELDS SHALL BE PERFORMED USING E70XX
SECTION 4 OF THE AWS D1.1 "STRUCTURAL WELDING CODE STEEL", AND HAVING CURRENT EXPERIENCE IN
WELDING SHALL BE PERFORMED BY WELDERS HOLDING VALID CERTIFICATES, IN ACCORDANCE WITH SS-5
THIS SHEET AFTER DRY PACK HAS BEEN INSTALLED.
ANCHOR RODS SHALL NOT BE GALVANIZED. CLEAN AND PAINT ANCHOR RODS PER GENERAL NOTE GN-8 ON
STEEL SHALL BE CLEANED PER SSPC-SP2. STEEL SHALL BE GALVANIZED PER NOTE GN-8 ON THIS SHEET. SS-4
TUBE (Fy 46 ksi)......................................................................ASTM A500 GR.B
OTHER ROLLED SHAPES, PLATES, BARS..........................ASTM A36
BASE PLATES AND BEAM END PLATES..............................ASTM A572 Gr. 50
WIDE FLANGES......................................................................ASTM A992 Gr. 50
STEEL SHALL BE MEET WITH THE FOLLOWING REQUIREMENTS:SS-3
SOCIETY (AWS D1.1 AND AWS D1.3).
WELDING: CODE APPLICABLE EDITION OF THE STRUCTURAL WELDING CODE - STEEL, AMERICAN WELDING SS-2
OF THE AMERICAN INSTITUTE OF STEEL CONSTRUCTION, AISC 360.
STRUCTURAL STEEL SHALL CONFORM TO THE 2016 "SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS" SS-1
SHORING AND DEMOLITION:
OF EVERY WORKING DAY.
DEMOLITION PROCESS. THE STRUCTURE MUST BE LEFT IN A STABLE AND SECURED POSITION AT THE END
ALL PORTIONS OF THE STRUCTURE MUST BE ADEQUATELY SHORED PRIOR TO ANY SAW CUTTING OR SD-4
DISCREPANCIES TO THE STRUCTURAL ENGINEER BEFORE SUBMITTING SHOP DRAWINGS.
DRAWINGS. GENERAL CONTRACTOR IS TO VERIFY ACTUAL LOCATION OF MEMBERS AND REPORT AND
LOCATION OF JOISTS, BEAMS AND OTHER STRUCTURAL MEMBERS, MAY VARY FROM THAT SHOWN ON THE SD-3
VERIFY EXISTING CONDITIONS, LIMITATIONS AND DIFFICULTY INVOLVED.
AND IN NO WAY SHALL IT RELIEVE THE CONTRACTOR OF THE RESPONSIBILITY FOR VISITING THE SITE TO
THE INFORMATION AND DATA CONTAINED IN THE DRAWINGS IS ONLY PARTIAL AND SCHEMATIC IN CONTEXT SD-2
OF DETERMINING THE TOTAL SCOPE OF WORK INVOLVED.
OF THE SCOPE OF WORK RELATING TO THE DEMOLITION WORK, AND IS NOT INTENDED AS THE ONLY MEANS
BEST AVAILBLE FOR ASSISTING THE GENERAL CONTRACTOR IN THE PREPARATION AND UNDERSTANDING
THE INFORMATION AND DATA INDICATED IN THE DRAWINGS RELATED TO THE EXISTING BUILDING, IS THE SD-1
B. ROBLES
25-AUG-2023REVISION No.1 TO SOLICITATION
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S
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S
S
S
S
S
S
S
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S-201
DRAWING ABBREVIATIONS: NUMBERING SYSTEM & ANNOTATION SYMBOLS:
(PRE-AWARD AMENDMENTS)
REVISION NUMBER
(POST-AWARD AMENDMENTS)
REVISION LETTER
(LIMITS OF REVISION AREA)
REVISION CLOUD
DRAWING VIEW TITLE
DRAWING VIEW SCALE
NUMBER
DRAWING VIEW
LIMIT OF ENLARGED AREA
DETAIL NUMBER
REFERENCE TO
REFERENCE FROM
DIRECTION OF CUTTING PLANE
PLANE
LIMIT OF CUTTING
LINE OF CUTTING PLANE
MULTIPLE VIEW DESIGNATOR
PREQUALIFIED WELDED JOINTS
BASIC WELD SYMBOLS
BACK
GROOVE OR BUTT
SUPPLEMENTARY WELD SYMBOL
FILLET
SLOT
OR
PLUG
SQUARE V BEVEL U J
BEVEL
FLARE
BACKING SPACER
AROUND
WELD ALL
FIELD WELD
CONTOUR
FLUSH CONVEX
FLARE V
STANDARD LOCATION OF ELEMENTS OF A WELDING SYMBOL
DRAWINGS.
STRUCTURAL
REFERENCE
SYMBOLS.
FOR ADDITIONAL
TYP.
(1/2)
3/16"
P
L
(1/2)
3/16"
P
L
TAIL
F
A
R
FINISH SYMBOL
PLUG WELDS
COUNTERSINK FOR
INCLUDED ANGLE OF
GROOVE ANGLE;
SLOR WELDS
FILLING FOR PLUG AND
ROOT OPENING; DEPTH OF
S
ID
E
[O T
H E
R
S
ID
E
[A R
R O
W
CONTOUR SYMBOL
FIELD WELD SYMBOL
SYMBOL
WELD ALL AROUND
LENGTH OF WELD
CENTER SPACING)
PITCH (CENTER TO
REFERENCE
PROCESS, OR OTHER
SPECIFICATION,
CERTAIN WELDS
SIZE OR STRENGTH FOR
DEPTH OF PREPARATION;
WELD SIZE
EFFECTIVE GROOVE
MEMBER OF JOINT
TO ARROW SIDE
REFERENCE LINE
CONNECTING
ARROW
NOTES:
THE POINT OF THE FIELD WELD SYMBOL MUST POINT TOWARD THE TAIL.4.
AND THE OTHER SIDE SYMBOL
SHOWN. DIMENSIONS OF FILLET WELDS MUST BE SHOWN ON BOTH THE ARROW SIDE
ARROW AND OTHER SIDE WELDS ARE OF THE SAME SIZE UNLESS OTHERWISE 3.
THE PERPENDICULAR LEG OF WELD SYMBOLS MUST BE AT LEFT.2.
REFERENCE NOT LOCATION OF THE ARROW ALTERS THIS RULE.
FROM LEFT TO RIGHT, ALONG THE REFERENCE LINE. NEITHER ORIENTATION OF
SIZE, WELD SYMBOL, LENGTH OF WELD, AND SPACING MUST READ IN THAT ORDER, 1.
STRUCTURAL LEGEND:
AT (MEASUREMENT)@
ARCHITECT, ARCHITECTURALARCH
ANCHOR BOLTAB
AND MATERIALS
AMERICAN SOCIETY FOR TESTING ASTM
ENGINEERS
AMERICAN SOCIETY OF CIVIL ASCE
INSTITUTE
AMERICAN IRON AND STEEL AISI
CONSTRUCTION
AMERICAN INSTITUTE OF STEEL AISC
AMERICAN CONCRETE INSTITUTEACI
ALTERNATEALT
COORDINATECOORD
JOINT
CONTROL OR CONSTRUCTION CJ
CONTINUOUSCONT
CONNECTIONCONN
CONCRETE MASONRY UNITCMU
CONCRETECONC
COLUMNCOL
CLEARCLR
CENTER LINECL
GALVANIZEDGALV
GAGEGA
OPPOSITEOPP
ON CENTER EACH WAYOCEW
ON CENTEROC
POUND(S)LB(S)
LONG LEG VERTICALLLV
LONG LEG HORIZONTALLLH
LIVE LOADLL
QUANTITYQTY
WIDE FLANGEWF
VERTICALVERT
REFERENCE LINE
REFERENCE
BASIC WELD SYMBOL OR DETAIL
MINIMUM SIZE OF FILLET WELDS
THINNER PART JOINED, IN
MATERIAL THICKNESS OF
TO 1/4" INCLUSIVE
OVER 1/4" TO 1/2"
OVER 1/2" TO 3/4"
OVER 3/4"
3/16"
5/16"
1/4"
3/8"
WELD, IN
OF FILLET
MINIMUM SIZE
NOTES:
PASS WELDS MUST BE USED.
FOR LEG DIMENSION OF FILLET WELDS. SINGLE 1.
BUILDINGBLDG
BOTTOM OF STEELBOS
BEAMBM
DRAWING(S)DWG(S)
DIAMETERDIA
DEAD LOADDL
EXPANSION JOINTEJ
EQUALEQ
EACHEA
FEETFT
HEADED CONCRETE ANCHORHCA
INCH(ES)IN
INTERNATIONAL BUILDING CODEIBC
KIPK
MINIMUMMIN
MECHANICALMECH
MAXIMUMMAX
MANUFACTURERMNFR
NUMBERNO
NOT TO SCALENTS
BUILDING
PRE-ENGINEERED METAL PEMB
POUNDS PER SQUARE FOOTPSF
POUNDS PER LINEAR FOOTPLF
REINFORCEMENTREINF
RADIUSR
STEEL JOIST INSTITUTESJI
STEEL DECK INSTITUTESDI
SQUARE FEETSF
SIMILARSIM
SAW JOINTSJ
TYPICALTYP
TOP OF WALLTOW
TOP OF STEELTOS
TOP OF MASONRYTOM
TOP OF CONCRETETOC
TOP OF BEAMTOB
UNLESS NOTED OTHERWISEUNO
UNIFORM FACILITIES CRITERIAUFC
MATCHLINE
TEXT
MATCHLINE CONTINUATION
DISCIPLINE WITH DESINATOR:
SHEET NUMBER WITHIN SERIES
SERIES NUMBER
NORTH ARROW
DETAIL INDICATOR SYMBOL
EXTERIOR ELEVATION INDICATOR
SECTION INDICATOR
WITH MULTIPLE VIEWS
INTERIOR ELEVATION INDICATOR
MULTIPLE VIEW DESIGNATOR NOTE BY SYMBOL
NOTE BY SYMBOL WITH LEADER
CENTERLINE
A
DENOTES ITEMS FOR DEMOLITION
EXISTING FEATURE
DEMOLITION, EXISTING, AND PROPOSED
RED OXIDE PRIMER FINISH
NEW HOT-ROLLED STEEL TO RECEIVE
MEMBER
NEW COLD-FORMED STEEL SECONDARY
NEW EXTERIOR TIMBER FRAMED WALL
HOT-DRIPPED GALVANIZED FINISH
NEW HOT-ROLLED STEEL TO RECEIVE
BRACING OR BRIDGING
SIMPLE BEAM CONNECTION
MOMENT BEAM CONNECTION
F - FIRE PROTECTION
T - TECHNOLOGY
E - ELECTRICAL
P - PLUMBING
M - MECHANICAL
S - STRUCTURAL
A - ARCHITECTURE
C - CIVIL
D - DEMOLITION
G - GENERAL
FOR CONTINUATION SEE DWG. S-101
ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
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ENGINEER DR.
BLDG 4612
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S-101
SCALE: 3/16" = 1'-0"
STRUCTURAL ROOF PLAN
SCALE: 1 1/2" = 1'-0"
BEAM CROSS SECTIONS
SCALE: 1 1/2" = 1'-0"
BEAM DETAILS
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EXISTING "Z" 8.5" PURLIN, TYP.
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NEW C8x13.4
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TYP.
3/16"
3/8" - 16 TREADED ROD
PEMP RAFTER BEAM(E)PEMP RAFTER BEAM(E)
3/8" - 16 TREADED ROD
VARIES
SEE MECHANICAL FOR LOCATION
316 STAINLESS STEEL FOR 3/8" - 16 ROD
BOTTOM MOUNT BEAM CLAMP
McMASTER-CARR
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REFER TO MANUFACTURER'S SPEC.
REFER TO MANUFACTURER'S SPEC.
INSTALL PER MANUFACTURER'S RECOMMENDATION
CEILING SUSPENSION PLATFORM
J. RHEEJ. RHEE
25-AUG-2023REVISION No.1 TO SOLICITATION
S
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S ir ec to rat eofPublic
W o rk s
24" x 36"
SHEET SIZE: ARCH D
APPROVED BY:DESIGNED BY: DRAWN BY:PROJECT MANAGER:
REVISION DATEREVISION DESCRIPTIONREVISION
D A
T E
T E
C H
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FORT CAVAZOS
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ENGINEER DR.
BLDG 4612
M-001
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SCALE: 1/4" = 1'-0"
FLOOR PLAN
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M-201
POINT OF CONNECTION
DUCT SMOKE DETECTOR
HUMIDISTAT
PRESSURESTAT
FIRESTAT
TEMPERATURE SENSOR
HEAT SENSOR
MOTORIZED BALANCING DAMPERS
FIRE DAMPER
FIRE AND SMOKE DAMPER
SMOKE DAMPER
ROUND DUCTWORK DIAMETER
(IN INCHES)
RECTANGULAR DUCTWORK SIZE
(IN INCHES)
SQUARE DUCT TRANSITION
SQUARE-TO-ROUND DUCT TRANSITION
ROUND DUCT REDUCER
"X"
(BETWEEN NEW AND EXISTING)
WATER METER
ELECTRIC METER
(LOCAL CONTROL "X" INDICATES ZONE)
THERMOSTAT
FLEXIBLE DUCT
RECTANGULAR
RADIUS DUCTWORK ELBOW ROUND OR
DUCTWORK SIZE TRANSITION
SUPPLY OR OUTSIDE AIR DUCT UP
SUPPLY OR OUTSIDE AIR DUCT DOWN
RETURN AIR DUCT UP
RELIEF OR EXHAUST AIR DUCT UP
RELIEF OR EXHAUST AIR DUCT DOWN
INCLINED RISE IN DUCT
INCLINED DROP IN DUCT
RELIEF OR EXHAUST AIR DUCT UP
12" X 12"
DEVICE IDENTIFICATION
AIR QUANTITY (CFM)
SECOND DIMENSION REPRESENTS SIDE NOT SHOWN.
FIRST DIMENSION SHOWN REPRESENTS SIDE SHOWN.
DUCT SIZE IN INCHES (NET INSIDE DIMENSIONS).
(NO ARROWS SHOWN EQUALS 4-WAY THROW)
ARROWS INDICATE FLOW DIRECTION
EXISTING SUPPLY-AIR DIFFUSER
PROPOSED SUPPLY-AIR DIFFUSER
EQUIPMENT MARKER
PROPOSED GAS LINEEXISTING GAS LINE
GATE VALVE
BALL VALVE
TRIPLE DUTY VALVE
SAFETY RELIEF VALVE
(FACTORY SUPPLIED)
BUTTERFLY VALVE
CHECK VALVE
GLOBE VALVE
ANGLE GLOBE VALVE
KNIFE VALVE
NEEDLE VALVE
PLUG VALVE
PINCH VALVE
VEEBALL VALVE
CONTROL VALVE
3-WAY CONTROL VALVE
MOTORIZED VALVE
SOLENOID VALVE
2-WAY VALVE
SELECTOR VALVE
LOCK-OUT VALVE
BACKFLOW PREVENTER
BOILER CIRCULATOR
PUMP
BLOW-DOWN VALVE
STRAINER WITH
AUTOMATIC AIR VENT
MANUAL AIR VENT
FLOW SWITCH
(FACTORY SUPPLIED)
P/T PLUG
UNION
TEE
ELBOW
ELBOW UP
ELBOW DOWN
TEE OUTLET UP
TEE OUTLET DOWN
VALVE IN DROP
VALVE IN CENTER DROP
VALVE IN RISE
DIRECTION OF FLOW
CONCENTRIC REDUCER
PIPE FLANGE
THERMOMETER WELL
FLEXIBLE CONNECTOR
TRANSMITTER
DIFFERENTIAL PRESSURE
SWITCH
DIFFERENTIAL PRESSURE
(P/T) GAUGE
PRESSURE/TEMPERATURE
(PROBE TYPE)
LOW-WATER CUTOFF
GAUGE
DIFFERENTIAL PRESSURE
HYDRONIC PIPING
THERMOWELL IN
VALVE
PRESSURE-REDUCING
PIPE CONTINUATION
END CAP
HVAC NOTES:GENERAL MEHCANICAL NOTES: GENERAL MEHCANICAL NOTES CONTINUED:
EXISTING STEAM LINE PROPOSED STEAM LINE
REPLACE ALL AIR FILTERS WITH NEW FILTERS. DO NOT OPERATE HVAC WITHOUT FILTER.
SYSTEM. ONE (1) WEEK BEFORE THE FACILITY IS OCCUPIED, THE CONTRACTOR MUST
MAINTAIN AND/OR REPLACE ON A REGULAR SCHEDULE ALL FILTERS IN THE HVAC
DURING CONSTRUCTION, AFTER START-UP OF HVAC SYSTEMS, CONTRACTOR MUST GN-24
SEALANT.
RUNOFF AND COMPLETELY SEAL ALL JOINTS WITH UV RESISTANT WEATHERPROOF
EXTERIOR DUCTWORK EXPOSED TO WEATHER: CROWN TOP SURFACE FOR WATER GN-23
RELAY FOR SHUTDOWN OF UNIT UPON ACTIVATION OF DETECTOR.
PHOTOELECTRIC TYPE COMPATIBLE WITH EXISTING FIRE ALARM SYSTEM WITH INTEGRAL
INSTALLATION BY ELECTRICAL CONTRACTOR. DETECTORS SHALL BE DUCT MOUNTED,
HANDLERS OVER 2000 CFM AND FOR UNITS WHICH SERVE AREAS OF EGRESS FOR
MECHANICAL CONTRACTOR SHALL SUPPLY SMOKE DETECTOR IN RETURN DUCT OF AIR GN-22
INSULATED BASE.
THAT IS REQUIRED TO BE MOUNTED ON AN EXTERIOR WALL MUST BE MOUNTED ON AN
AND OWNER'S REPRESENTATIVE. MOUNT THERMOSTATS AT 48" A.F.F. ANY THERMOSTAT
COORDINATE FINAL PLACEMENT OF ALL THERMOSTATS WITH WALL MOUNTED DEVICES GN-21
ON SITE.
EXHAUST FAN DISCHARGE, FLUES, ETC. COORDINATE WITH ALL OTHER CONTRACTORS
MAINTAIN A MINIMUM OF 15'-0" BETWEEN ALL FRESH AIR INTAKES AND PLUMBING VENTS, GN-20
LOW LEAKAGE CLASS 1A DAMPERS.
ALL DAMPERS IN OUTSIDE AIR INTAKES AND EXHAUST/RELIEF DISCHARGES SHALL BE HN-19
UNDER DIVISION 23, INSTALLED UNDER DIVISION 26.
INSTALLED UNDER DIVISION 26. WHERE FURNISHED WITH EQUIPMENT: FURNISHED
WHERE NOT FURNISHED WITH EQUIPMENT: FURNISHED UNDER DIVISION 26,
DISCONNECTS:
AND 26 PRIOR TO BID:
THE CONTRACTOR SHALL COORDINATE AND VERIFY THE FOLLOWING WITH DIVISIONS 23 HN-18
SYSTEMS (FLOW AND TEMPERATURE) FOR REVIEW.
OTHER TEST AND BALANCE REQUIREMENTS. SUBMIT FINAL BALANCE OF AIR AND WATER
BALANCE AIR SYSTEM TO PROVIDE INDICATED AIR FLOWS. SEE SPECIFICATIONS FOR HN-17
AND BALANCE.
SCHEDULED FILTERS DURING CONSTRUCTION, AND INSTALL FINAL SET PRIOR TO TEST
INSTALL SCHEDULED FILTERS AT THE COMPLETION OF CONSTRUCTION. USE ONE SET OF HN-16
DUCT SIZES SHOWN ON PLANS INDICATE NET FREE AREA.HN-15
FOR DETAILED INSULATION REQUIREMENTS.
BACKED FIBERGLASS INSULATION UNLESS SHOWN…
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