Attch 2 - Drawings for Min-Mall Conversion Bldg 90228.pdf
PDF 5 MB Posted
- Attached to
- Convert Mini-Mall to Admin Facility, Bldg. 90228
- Solicitation number
- FA441721B0001
About this file
This pre-solicitation notice is for the conversion of Building 90228 at Hurlburt Field from a mini-mall to an administrative facility for the 1st Special Operations Air Operations Squadron. The project scope includes demolition, construction of new walls and doors, installation of access control and communication systems, and minimal work for ceilings, lighting, HVAC, fire suppression and alarm. A site visit will be held prior to release of the IFB, projected for June 7, 2021. Sealed bids are due within 30 calendar days and will be publicly opened on the same day. The NAICS code is 236220 with a size standard of $39.5M. This is a 100% Women-Owned Small Business set-aside, firm-fixed price contract with a performance period of 147 days. Payment and performance bonds are required within 10 days of award. Prospective contractors must register in SAM and have a current NIST SP 800-71 assessment. The IFB will be available electronically at beta.SAM.gov and no paper copies will be furnished.
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P O
O L
P O
O L
P O
O L
P O
O L
P O
O L
MAR Y ESTHER, FL ORI DA
Tully Street
Kissam Street
M A
Y S
TR
E
E T
Downs R oad
W alkup W ay
M ar tin L uth er K in g
Downs Road
Kanuha D riv e
Blessinger D r iv e
Bartley Street
Mitchell Road
Independence Road
T e rr y
Av en u e
McClean Stre et
Harts on S tre et
US98
Tully Street
M a in te na n c e H au l
R o a
US98
Howie W alters W ay
Lielmanis Avenue
US98
K e rw oo d R o a d
Cod y
Ave nu e
Lukasik Avenue
Tully Street
R ed
H or se R oa d
Ham by Place
Westfal l C ircl e
Bedel Street
T u lly S tr e e t
T u lly Street
Bennett A ve nue
C ru z A ve n u e
Red Horse Road
C ru z A ve n u e
Frazier Street
B e n n e tt
A v e n u e
Bedel Street
Independence R oad
W alkup W ay
Corlew Road
McMillan Street
US98
W e av e r A ve n u e
Schmauss Lane
Hume Drive
Clark Road
Gelshlager Street
Whitbeck Street
C am p a ig n e S tr e e t Purcell Drive
C o dy A v e n u e
US98
Independence Road
O 'N e il
A v e n u e
US98
McIntosh Court
Hume Drive
Harrison Dr ive
Acha Drive
H u m e
D riv e
Walters Drive
Hodges Street
Lewis Drive
Hume Drive
Galvan Street
Bland Street
Hume Drive
Grimm Lane unk
Tully Street
Red H orse
R oad
Bakke Street
M a yo S tre e t
Bakke Street
Tupelo Circle
S im pso n A venue
Tully Street
F o xx A ve n u e
L e to u rn e au C ir cl e
L e to u rn e a u C irc le
90228
90708
90231
90220
90705
90140
90210
99717
99716
90207
90230
90223
90145
90707
90232
90137
Lukasik Avenue
W estfa ll C irc le
T u ll y
S tr e e t
HIGHWAY 98
HIGHWAY 98
NORTH
BASE MAP
MARTIN LUTHER KING JR. BLVD
INTERSECTION ENTRANCE
COMMERCIAL VEHICLE INSPECTION
ENTRANCE PASS & ID OFFICE
HURLBURT EAST GATE, NO
COMMERCIAL ENTRANCE
FIRE DEPARTMENT BLDG 90734
CONTRACTOR HAUL ROUTE
PROJECT SITE
(EXISTING BLDG.
90228)
LAYDOWN
AREA
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
G-001
1/27/2021
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TTP - CONVERT MINI MALL TO ADMIN,
1 SOAOS, BLDG. 90228
HURLBURT FIELD, FLORIDA
INDEX OF DRAWINGS
SHEET
NUMBER SHEET NAME
GENERAL
G-001 TITLE SHEET
ARCHITECTURAL
D-101 DEMOLITION PLAN
A-101 NEW WORK PLAN
A-102 REFLECTED CEILING PLAN & DETAILS
INTERIOR
I-101 FURNITURE PLAN
I-601 FINISH SCHEDULE AND NOTES
FIRE PROTECTION
FA-101 FIRE ALARM SYSTEM PLAN
MECHANICAL
M-001 GENERAL MECHANICAL INFORMATION
M-101 DEMOLITION HVAC PLAN
M-201 HVAC PLAN
M-501 MECHANICAL DETAILS AND SCHEDULES
ELECTRICAL
E-001 EXISTING POWER RISER DIAGRAM
E-002 PANELBOARD SCHEDULES
E-101 ELECTRICAL DEMOLITION PLAN
E-102 LIGHTING PLAN
E-103 POWER PLAN
E-104 INTRUSION DETECTION SYSTEM PLAN
TELECOMMUNICATIONS
T-101 COMMUNICATIONS SYSTEMS PLAN
T-102 SIPR / JIANT PROTECTED DISTRIBUTION SYSTEM PLAN
T-103 NIPR DISTRIBUTION SYSTEM PLAN
CP1039541
NORTH
PROJECT
SITE
D E
CB
A
FOOD COURT
KIDS LIBRARYPACK & SHIPCONFERENCEBARBERSHOPSHOE REPAIR
BREAK ROOM
N.I.C.
N.I.C.
COMM
7 10
DEMO KEYNOTE LEGEND
ABANDON EXISTING OVERHEAD COILING DOOR. INFILL WITH WALL
AS INDICATED ON NEW WORK PLAN. GYPSUM BOARD SOFFIT
ABOVE COILING DOOR TO REMAIN.
DEMOLISH EXISTING WALLS AS INDICATED
REMOVE EXISTING HARDWARE TO INSTALL NEW CIPHER LOCK
DEMOLISH EXISTING DOOR. INFILL WITH WALL AS INDICATED ON
NEW WORK PLAN.
REMOVE WOOD FURRING, PATCH WALL.
REMOVE LOW WALLS.
REMOVE EXISTING CEILING.
REMOVE EXISTING COUNTER, SINK, & SHELF. IF FLOORING CUT,
REMOVE TO NEAREST WHOLE TILE.
REMOVE SLAT WALL, PATCH / PAINT WALL
REMOVE FLOORING
REMOVE BUILT-IN SHELVING
REMOVE PLUMBING ITEMS / CAP & PATCH WALL
DEMOLISH EXISTING OVERHEAD COILING DOOR. INFILL WITH WALL
AS INDICATED ON NEW WORK PLAN.
CUT & REMOVE GYPSUM BOARD AS REQUIRED NEAR TOP OF WALL
TO ENABLE BRACING TO DECK AS INDICATED ON NEW WORK PLAN.
REMOVE EXISTING HARDWARE TO INSTALL NEW EXIT-ONLY SET.
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
D-101
1/27/2021
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1/8" = 1'-0"D-101
1 DEMOLITION PLAN
PLAN
NORTH
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
CB
A
DOX/DOM
CONFERENCE
106A
N.I.C.
SUPPORT OFFICE
OPS
SUPERINTENDENT
CC OFFICE
EXISTING PORCELAIN TILE FLOOR
TO REMAIN. WORKSTATIONS TO
BE SET UP IN THIS AREA.
CONFERENCE
DOG
DOX/DOM
DOF OFFICE
COMM
N.I.C.
INFILL OPENING
INFILL OPENING,
SEAL AT BASE
EACH SIDE, ADD
NEW DOOR
INFILL OPENING,
SEAL AT BASE
EACH SIDE
'-0
25'-0"
INFILL
OPENING
INFILL
OPENING
A
A
INFILL
OPENING
COMM
2 2
INFILL OPENING
INFILL OPENING
INFILL OPENING
NO HARDWARE
INFILL OPENING,
SEAL AT BASE
EACH SIDE
INFILL
OPENING
A-102
A-102
EXTEND WALL TO DECK
(~24' LENGTH)
B ABOVE
B ABOVE
FLOOR PLAN NOTES
1. SEE THIS SHEET FOR WALL CONSTRUCTION LEGEND.
2. PROVIDE GYPSUM WALLBOARD CONTROL JOINTS @ 30'-0" OC MAX.
3. PROVIDE BLOCKING IN WALLS FOR CORNER GUARDS, TV BRACKETS,
TOILET ACCESSORIES, AND OTHER WALL MOUNTED ITEMS.
4. REFER TO WALL SECTIONS AND PLAN DETAILS FOR SPECIFIC WALL
DIMENSIONS TO COLUMN LINE AND EXISTING CONSTRUCTION.
5. SEE INTERIOR DRAWINGS FOR FURNITURE BEING PROVIDED AS PART
OF CID.
6. PLAN DRAWINGS ARE GENERATED BY A CUT THROUGH THE WALL AT
A HEIGHT OF APPROXIMATELY 48”. COMPONENTS IN OR ON THE WALL
ABOVE OR BELOW THIS PLANE MAY NOT BE IDENTIFIED IN THIS PLAN
VIEW. SEE ELEVATION VIEWS FOR IDENTIFICATION OF ALL WALL
COMPONENTS AND OPENINGS.
7. HONEYWELL VINDICATOR IS PREFERRED DOOR ACCESS BRAND --
CONFIRM WITH USERS.
NEW WORK KEYNOTE LEGEND
PROVIDE NEW SOLID CORE WOOD DOOR & HOLLOW METAL FRAME
AT WALL (INFILL) LOCATION - PROVIDE OFFICE FUNCTION LOCKSET
PROVIDE NEW CIPHER LOCKSET AT EXISTING DOOR.**
PROVIDE NEW SOLID CORE WOOD DOOR & HOLLOW METAL
FRAME AT NEW WALL, PROVIDE PASSAGE SET.
PROVIDE NEW SOLID CORE DOOR & HOLLOW METAL FRAME,
PROVIDE CIPHER LOCK CDX-10 AND MECHANICAL CIPHER LOCK.
PROVIDE NEW 2X2 ACOUSTICAL CEILING AT 10'-0" A.F.F. SEE
REFLECTED CEILING PLAN AND FINISH SCHEDULE.
PROVIDE NEW FLOORING, SEE SHEET I-601.
CONFIRM EXISTING HARDWARE IS EXIT ONLY.
PROVIDE EXIT-ONLY HARDWARE AT EXISTING DOOR.
EXAMINE ALL OPEN STORAGE PERIMETER WALLS. PATCH AS
REQUIRED AND PROVIDE SEALANT AT DECK WHERE NEEDED. (SEE
MECHANICAL FOR REQUIREMENTS AT EXISTING DUCTWORK
PENETRATIONS GREATER THAN 96" SQUARE.)
SPOT-WELD HINGES SO PINS ARE NOT REMOVABLE.
** NOTE: WITH CHANGE OF USE FROM ASSEMBLY TO BUSINESS, ONLY
ONE DOOR WITH CIPHER LOCK AT SOUTH AND EAST ENDS IS
NECESSARY FOR EGRESS. USER OPTION TO BLOCK OTHER DOORS.
WALL TYPE "A"
- 5/8" TYPE "X" GYPSUM WALLBOARD
- 3 5/8" GALVANIZED METAL STUDS AT 16" O.C.
- 5/8" TYPE "X" GYPSUM WALLBOARD
NOTE: EXTEND PARTITION 6" ABOVE HIGHEST
ADJACENT CEILING UNO
INTERIOR PARTITION TYPES
WALL TYPE "B"
- 5/8" TYPE "X" GYPSUM WALLBOARD
- 3 5/8" GALVANIZED METAL STUDS AT 16" O.C.*
- 5/8" TYPE "X" GYPSUM WALLBOARD
NOTE: EXTEND EXISTING PARTITION FROM TOP OF WALL TO
UNDERSIDE OF DECK. SEAL W/ ACOUSTICAL SEALANT EACH SIDE.
BRACE WALL AS REQUIRED (SEE STRUCTURAL).
*NOTE: CONTRACTOR MAY ELECT TO PROVIDE PERMANENT MESH - 18
GA. EXPANDED STEEL SCREEN FROM TOP OF EXISTING WALL TO
UNDERSIDE OF DECK IN LIEU OF STUDS & GYPSUM BOARD.
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
A-101
1/27/2021
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1/8" = 1'-0"A-101
1 NEW WORK PLAN
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN
NORTH
CB
A
DOX/DOM
DOX/DOM
CONFERENCE
106A
DOG
DOF OFFICE
CONFERENCE
CC OFFICE
COMM
DOG
OPS
SUPERINTENDENT
SUPPORT OFFICE
1 1
1 1
10'-0" 10'-0"
10'-0" 10'-0" 10'-0"
NEW TRANSFER RETURN
THIS AREA - SEE
MECHANICAL DRAWINGS
A-102
A-102
EXTEND WALL TO DECK
PATCH EXISTING ACOUSTICAL
TILE CEILING WHERE
MECHANICAL UNIT REMOVED
GRAPHIC LEGEND
2' X 2' SUSPENDED ACOUSTICAL
TILE LAY-IN CEILING WITH GRID
2 X 4 LED LIGHTING FIXTURE,
SEE ELECTRICAL DRAWINGS
CEILING DIFFUSER, SEE
MECHANICAL DRAWINGS
RETURN AIR GRILLE, SEE
MECHANICAL DRAWINGS
CEILING EXHAUST, SEE
MECHANICAL DRAWINGS
VIDEO PROJECTOR MOUNT
CEILING HEIGHT
ROOM NUMBER DESIGNATION
CEILING MOUNTED PROJECTION
SCREEN (RECESSED)
SUSPENDED GYPSUM BOARD
CEILING (PAINTED)
9'-0"
RCP KEYNOTE LEGEND
PROVIDE GYP. BD. SOFFIT AT EXISTING
BEAMS -- REROUTE DUCTWORK AS REQUIRED
(SEE MECHANICAL).
EXISTING SOFFIT TO REMAIN.2
EXISTING TOP OF
WALL ELEVATION
EXISTING STUD
WALL TO REMAIN NEW CONTINUOUS TRACK FASTENED TO EXISTING TOP
TRACK W/ (2)-#10 SCREWS AT 16" O.C.. FASTEN EACH
STUD TO TRACK W/ #10 SCREW EACH SIDE.
BOT. OF EXISTING
DECK AT 18'-6" AFF
NEW 3 5/8"x1 5/8" x18 GA. METAL
STUDS AT 16" O.C.
NEW CONTINUOUS 18 GA SLIP TRACK**
FASTENED TO EXISTING DECK W/ (2)-#10
SCREWS AT 16" O.C.. FASTEN EACH SCREW
TO TRACK W/ #10 SCREW EACH SIDE.
NEW 3 5/8"x1 5/8"x18 GA BRACE AT 4 FT ON CENTER SET AT
APPROXIMATELY 45 DEGREE ANGLE. PLACE SUCH THAT
BRACE WILL HIT AT THE TOP OF EXISTING PERPENDICULAR
FRAMING, OR SPACED TO ALIGN WITH PARALLEL FRAMING.
**NOTE: FOR ATTACHMENT OF SLOTTED
SLIP TRACK TO WALL STUDS, TIGHTEN
SCREWS THEN TURN BACK 1/2 TURN
PROVIDE STIFF CLIP
CONNECTION AT BRACE
TO PARALLEL FRAMING.
(4)-#10 SCREWS, TYPICAL
AT PERPENDICULAR FRAMING:
PROVIDE 3 5/8"x18 GA INFILL
BETWEEN EXISTING FRAMING.
ATTACH TO EXISTING MEMBERS
W/ (2)-#10 SCREWS OR PAF.
FASTEN BRACE TO INFILL W/
(4)-#10 SCREWS.
PLAN VIEW
NEW HORIZONTAL
3 5/8"x1 5/8"x18 GA STUD
FASTENED TO EACH
STUD W/ (2)-#10 SCREWS
EXISTING STUD WALL TO REMAIN
NEW 3 5/8"x1 5/8"x18 GAGE
METAL STUD SPLICED W/
EXISTING STUD W/ (6)-#10
SCREWS EACH.
EXISTING TOP OF
WALL ELEVATION
EXISTING STUD
WALL TO REMAIN
PLACE NEW CONTINUOUS HORIZONTAL
3 5/8"x1 5/8"x18 GA STUD, THEN REMOVE
THE EXISTING TOP TRACK. HORIZONTAL
STUD REMAINS IN PLACE AS BRIDGING.
1' -6
S
P
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BOTTOM OF EXISTING
DECK AT 18'-6" AFF
NEW 3 5/8"x1 5/8"x18 GA
METAL STUDS AT 16" O.C.
NEW CONTINUOUS 18 GA SLIP TRACK**
FASTENED TO EXISTING DECK W/ (2)-#10
SCREWS AT 16" O.C.. FASTEN EACH STUD
TO TRACK W/ #10 SCREW EACH SIDE.
NEW 3 5/8"x1 5/8"x18 GAGE METAL
STUD SPLICED W/ EXISTING STUD
W/ (6)-#10 SCREWS EACH.
** NOTE: FOR ATTACHMENT OF
SLOTTED SLIP TRACK TO WALL
STUDS, TIGHTEN SCREWS
THEN TURN BACK 1/2 TURN
REMOVE EXISTING GYPSUM BOARD TO
INSTALL SPLICED STUDS
SECTION VIEW
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
A-102
1/27/2021
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1/8" = 1'-0"A-102
1 REFLECTED CEILING PLAN - NEW WORK
SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PLAN
NORTH
1" = 1'-0"A-102
STUD WALL EXTENSION
DETAIL - OPTION B
1" = 1'-0"A-102
STUD WALL EXTENSION
DETAIL - OPTION A
CB
A
DOF OFFICE
CONFERENCE
CC OFFICE
DOX/DOM
DOX/DOM
CONFERENCE
106A
COMM
DOG
OPS
SUPERINTENDENT
SUPPORT OFFICE
GENERAL NOTES
1. EACH SPACE SHOWS WORKSTATIONS, DESKS OR CONFERENCE TABLES BASED ON A
MIX OF EXISTING FURNITURE AND NEW FURNITURE THAT WILL BE REQUIRED. NEW
FURNITURE WILL BE GOVERNMENT FURNISHED AND GOVERNMENT INSTALLED.
ADDITIONAL FURNITURE SUCH AS CONSOLES, FILES, STORAGE CABINETS OR SAFES
WILL BE PROVIDED AND PLACED BY USERS.
2. SIZES OF WORKSTATIONS SHOWN ARE BASED ON EXISTING USER FURNITURE.
3. ALL POWER AND DATA WILL BE FROM SURFACE MOUNTED BOXES ON THE WALLS.
4. EXISTING USER FURNITURE IN ROOM 106 HAS TWO POWER POLES.
FURNITURE LEGEND
TASK CHAIR
3D PRINTER
COPIER / PRINTER
L - SHAPE DESK (NO OVERHEAD)
L - SHAPE DESK (WITH OVERHEAD)
U - SHAPE DESK (WITH WARDROBE)
CONFERENCE / MEETING TABLE RECTANGULAR
HEIGHT ADJUSTABLE DESK
CONFERENCE / MEETING TABLE ROUND
SOFA
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
I-101
1/27/2021
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1/8" = 1'-0"I-101
1 FURNITURE PLAN
PLAN
NORTH
SCALE: 1/8" = 1'-0"
GENERAL NOTES
1. REFER TO REFLECTED CEILING PLAN SHEET FOR CEILING HEIGHTS.
2. BLANK CELLS ON FINISH SCHEDULE INDICATE EXISTING FINISHES TO
REMAIN. FOR NEW FINISHES SEE LINE ITEM 5 BELOW.
3. ALL INTERIOR HOLLOW METAL DOORS AND METAL FRAMES SHALL BE
PAINTED TO MATCH ADJACENT WALL.
4. ALL ELECTRICAL SWITCHES, RECEPTACLES, VOICE AND DATA PLATES
SHALL BE WHITE.
5. ALL NEW FINISHES TO MATCH HURLBURT FIELD BASE STANDARDS AS
FOLLOWS:
MODULAR CARPET TILE: TARKETT: CRAYON #60029916,
COLOR: PRECIOUS METAL, 24 X 24 MODULAR TILE.
COVE BASE: TARKETT 4" WALL BASE, COLOR: 63 BURNT UMBER
ACOUSTICAL CEILING: ARMSTRONG FINE FISSURED #1732,
24 X 24 ANGLED TEGULAR, WHITE
ACOUSTICAL CEILING GRID: ARMSTRONG PRELUDE ML, WHITE 15/16"
EXPOSED TEE SYSTEM.
WALL PAINT: SHERWIN WILLIAMS SW 7015 REPOSE GRAY, EGGSHELL
FINISH FOR WALLS.
DOOR FRAME PAINT: SHERWIN WILLIAMS SW 7015 REPOSE GRAY,
SEMI-GLOSS FINISH
AR94997
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
I-601
1/27/2021
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ROOM FINISH SCHEDULE BASICS
ROOM
NO. ROOM NAME
FLOOR BASE WALLS CEILING
REMARKSMATERIAL MATERIAL
NORTH EAST SOUTH WEST
MATERIALFIN FIN FIN FIN
101 SUPPORT OFFICE NEW MODULAR CARPET TILES NEW RUBBER COVE BASE PAINT PAINT PAINT PAINT
102 OPS SUPERINTENDENT NEW MODULAR CARPET TILES NEW RUBBER COVE BASE PAINT PAINT PAINT PAINT
103 CC OFFICE NEW MODULAR CARPET TILES NEW RUBBER COVE BASE PAINT PAINT PAINT PAINT NEW ACOUSTICAL TILE
104 CONFERENCE NEW MODULAR CARPET TILES NEW RUBBER COVE BASE PAINT PAINT PAINT PAINT NEW ACOUSTICAL TILE
105 DOF OFFICE PAINT PAINT PAINT PAINT
106 DOX/DOM NEW MODULAR CARPET TILES NEW RUBBER COVE BASE PAINT PAINT PAINT PAINT
106A DOX/DOM CONFERENCE NEW MODULAR CARPET TILES NEW RUBBER COVE BASE PAINT PAINT PAINT PAINT NEW ACOUSTICAL TILE
107 DOG NEW MODULAR CARPET TILES NEW RUBBER COVE BASE PAINT PAINT PAINT PAINT NEW ACOUSTICAL TILE
108 COMM
111 COMM
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SHEET REFERENCE:
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SHEET NUMBER:
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
M-001
1/27/2021
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PETERSON ENGINEERING INC.
PROF. ENG. #3600
75 SOUTH F ST.
PENSACOLA, FL 32502
(850) 434-0513
PEI JOB #20110
T
ABBREVIATIONSHVAC GENERAL NOTES LEGEND
1. INSTALL A COMPLETE AND OPERABLE MECHANICAL SYSTEM AS INDICATED ON THE
DRAWINGS, AS SPECIFIED AND AS REQUIRED BY CODE.
2. CONTRACT DOCUMENT DRAWINGS FOR MECHANICAL WORK ARE DIAGRAMMATIC AND ARE
INTENDED TO CONVEY SCOPE AND GENERAL ARRANGEMENT ONLY.
3. INSTALL ALL MECHANICAL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS'
RECOMMENDATIONS, CONTRACT DOCUMENTS, AND APPLICABLE CODES AND
REGULATIONS.
4. THE CONTRACTOR SHALL DETERMINE THE EXACT LOCATION OF ALL EXISTING UTILITIES
BEFORE COMMENCING WORK.
5. COORDINATE EQUIPMENT CLEARANCES (AS RECOMMENDED BY MANUFACTURER) WITH ALL
DISCIPLINES BEFORE INSTALLATION.
6. COORDINATE AND PROVIDE ALL DUCTS AND PIPING TRANSITION REQUIRED FOR FINAL
EQUIPMENT CONNECTIONS TO FURNISHED EQUIPMENT, VERIFY AND COORDINATE ALL
DUCT AND PIPING DIMENSIONS BEFORE FABRICATION.
7. LOCATE ALL TEMPERATURE, PRESSURE, AND FLOW MEASURING DEVICES IN ACCESSIBLE
LOCATIONS WITH THE STRAIGHT SECTION OF PIPE OR DUCT UPSTREAM AND
DOWNSTREAM AS RECOMMENDED BY THE MANUFACTURER.
8. ALL EQUIPMENT, PIPING, DUCTWORK, ETC., SHALL BE SUPPORTED AS DETAILED,
SPECIFIED, AND REQUIRED TO PROVIDE A VIBRATION-FREE INSTALLATION.
9. LOCATIONS AND SIZES OF ALL FLOOR, WALL AND ROOF OPENINGS SHALL BE
COORDINATED WITH ALL OTHER TRADES INVOLVED.
10. REFER TO TYPICAL DETAILS FOR DUCTWORK, PIPING, AND EQUIPMENT INSTALLATION.
11. THERMOSTATS INDICATED ADJACENT TO DOORWAYS SHALL BE LOCATED WITHIN 18" OF
JAMB AT LOCATIONS WITH LIGHT SWITCHES AND MOUNT THERMOSTAT 48" AFF. LOCATE
THERMOSTAT SUCH THAT LIGHT SWITCH IS BETWEEN THERMOSTAT AND JAMB. VERIFY
THERMOSTAT LOCATION WITH SYSTEM FURNITURE LAYOUT PRIOR TO INSTALLING
THERMOSTATS.
12. ALL DUCTWORK DIMENSIONS, AS SHOWN ON THE DRAWINGS, ARE INTERNAL CLEAR
DIMENSIONS AND DUCT SIZE SHALL BE INCREASED TO COMPENSATE FOR DUCT LINING
THICKNESS.
13. AVOID ROUTING DUCTWORK AND MECHANICAL EQUIPMENT OVER LIGHTS WHEREVER
POSSIBLE. MAINTAIN MINIMUM 6” CLEARANCE BETWEEN MECHANICAL EQUIPMENT AND
DUCT INSULATION TO TOP OF LIGHTS. PROVIDE CLEARANCE AND ACCESS ALL AROUND
AND BELOW MECHANICAL EQUIPMENT AS REQUIRED FOR ROUTINE MAINTENANCE.
14. SEAL ALL DUCT PENETRATIONS OF WALLS AIRTIGHT, REGARDLESS OF WHETHER WALLS
ARE FIRE RATED OR NOT.
15. MOUNT DUCTWORK AS HIGH AS POSSIBLE WHERE EXPOSED, UNLESS OTHER WISE NOTED.
16. ALL SUPPLY AIR DUCTWORK ABOVE CEILINGS SHALL BE LOW PRESSURE RECTANGULAR,
SMACNA STATIC PRESSURE CLASS 2"W.G., SEAL CLASS A, EXTERNALLY INSULATED.
17. ALL RETURN AIR DUCTWORK ABOVE CEILINGS SHALL BE LOW PRESSURE RECTANGULAR,
SMACNA STATIC PRESSURE CLASS 1” W.G., SEAL CLASS A, EXTERNALLY INSULATED.
AD AUTOMATIC DAMPER
AFF ABOVE FINISHED FLOOR
AFG ABOVE FINISHED GRADE
AHU AIR HANDLING UNIT
AMB AMBIENT
APPROX APPROXIMATE
ARCH ARCHITECT OR ARCHITECTURE
ARI AIR-CONDITIONING AND REFRIGERATION INSTITUTE
AUTO AUTOMATIC
AUX AUXILIARY
BHP BRAKE HORSEPOWER
BTU BRITISH THERMAL UNIT
C CONDENSATE LINE
CFM CUBIC FEET PER MINUTE
COP COEFFICIENT OF PERFORMANCE
CU CONDENSING UNIT
DB DRY BULB
DDC DIRECT DIGITAL CONTROL
DEG DEGREE
DELTA-T TEMPERATURE DIFFERENCE
DIA DIAMETER
DN DOWN
EA EXHAUST AIR
EAT ENTERING AIR TEMPERATURE
EDB ENTERING DRY BULB
EER ENERGY EFFICIENCY RATIO
EWB ENTERING WET BULB
EFF EFFICIENCY
ENT ENTERING
ESP EXTERNAL STATIC PRESSURE
EF EXHAUST FAN
EX EXISTING
EXT EXTERNAL
F/A FIRE ALARM
°F DEGREE FAHRENHEIT
FCU FAN COIL UNIT
FD FIRE DAMPER
FLA FULL LOAD AMPS
FPM FEET PER MINUTE
FS FLOW SENSOR
FSD FIRE AND SMOKE DAMPER
FT FEET
GAL GALLONS
GALV GALVANIZED
GPM GALLONS PER MINUTE
H2O WATER
HD HEAD
HP HORSEPOWER
HR HOUR
HSPF HEAT SEASONAL PERFORMANCE FACTOR
HZ HERTZ
IAW IN ACCORDANCE WITH
IN INCH
KW KILOWATT
LAT LEAVING AIR TEMPERATURE
LB POUNDS
LRA LOCKED ROTOR AMPS
MAT MIXED AIR TEMPERATURE
MAX MAXIMUM
MBH THOUSAND BRITISH THERMAL UNITS PER HOUR
MBTU THOUSAND BRITISH THERMAL UNITS PER HOUR
MCA MINIMUM CIRCUIT AMACITY
MFR MANUFACTURER
MIN MINIMUM
MISC MISCELLANEOUS
MOCP MAXIMUM OVERCURRENT PROTECTION
MSCU MINI SPLIT CONDENSING UNIT
MSAHU MINI SPLIT AIR HANDLING UNIT
MVD MANUAL VOLUME DAMPER
N/A NOT APPLICABLE
NTS NOT TO SCALE
OA OUTDOOR AIR
OAT OUTSIDE AIR TEMPERATURE
OAL OUTDOOR AIR LOUVER
PD PRESSURE DROP
PSI POUNDS PER SQUARE INCH
QTY QUANTITY
RA RETURN AIR
RAT RETURN AIR TEMPERATURE
SA SUPPLY AIR
SAT SUPPLY AIR TEMPERATURE
SEER SEASONAL ENERGY EFFICIENCY RATIO
SENS SENSIBLE
SP STATIC PRESSURE
SPEC SPECIFICATION
SQ.FT. SQUARE FEET
TEMP TEMPERATURE
TSP TOTAL STATIC PRESSURE
T'STAT THERMOSTAT
TYP TYPICAL
VAV VARIABLE AIR VOLUME
VEL VELOCITY
WB WET BULB
WC WATER COLUMN
WG WATER GAUGE
W WATTS
V VOLT
Φ PHASE
WxH
8"∅
RECTANGULAR DUCTWORK, SIZES SHOWN ARE INTERNAL CLEAR DIMENSIONS. (WIDTH x HEIGHT)
FIRST FIGURE IS SIDE SHOWN.
DUCT SECTION, POSITIVE PRESSURE, FIRST FIGURE IS TOP DIMENSION
DUCT SECTION, NEGATIVE PRESSURE, FIRST FIGURE IS TOP DIMENSION
ROUND BRANCH DUCT TAKEOFF FROM RECTANGULAR DUCT MAIN. BRANCH DUCT SHALL BE
FLEXIBLE ROUND DUCT OR ROUND SNAPLOCK DUCT AS INDICATED. ROUND DUCT TAP IN SHALL
BE MADE WITH SPIN-IN COLLAR WITH MANUAL VOLUME DAMPER.
ROUND SNAPLOCK GALVANIZED STEEL DUCTWORK, EXTERNALLY INSULATED, SMACNA STATIC
PRESSURE CONSTRUCTION CLASS 1/2" w.g., SEAL CLASS C. SIZE SHOWN IS SHEET METAL
FACTORY FABRICATED/INSULATED FLEXIBLE ROUND DUCT, SIZE SHOWN IS INSIDE DIAMETER.
SQUARE THROAT ELBOW IN RECTANGULAR DUCT WITH SINGLE WALL TURNING VANES.
LONG RADIUS ELBOW IN RECTANGULAR DUCT.
RECTANGULAR BRANCH DUCT TAKE OFF FROM RECTANGULAR DUCT MAIN WITH 45° COLLAR.
THERMOSTAT/HUMIDISTAT, MOUNT 48" A.F.F.
MANUAL VOLUME DAMPER, PROVIDE WITH LOCKING QUADRANT
CEILING DIFFUSER WITH 24"x24" FACE SIZE DESIGNED FOR LAY-IN INSTALLATION IN 24"x24"
T-BAR CEILING GRID. ROUND NECK SIZE AND AIRFLOW AS INDICATED. 360° DIRECTION OF
THROW. PROVIDE WITH OPPOSED BLADE VOLUME CONTROL DAMPER. BACK FACE OF DIFFUSER
SHALL HAVE INSULATION BLANKET. SEE AIR DISTRIBUTION SCHEDULE ON SHEET M-601.
CEILING DIFFUSER WITH BEVELED DROP SURFACE MOUNTED FRAME, SQUARE NECK SIZE AND AIR FLOW AS INDICATED. ALL DIFFUSERS SHALL BE 4-WAY THROW UNLESS INDICATED OTHERWISE.
PROVIDE WITH OPPOSED BLADE VOLUME CONTROL DAMPER, FACTORY FABRICATED SQUARE TO
ROUND ADAPTER, AND INSULATION. SEE AIR DISTRIBUTION SCHEDULE ON SHEET M-601.
SUPPLY AIR REGISTER, NECK SIZE AND AIR FLOW AS INDICATED. DIRECTION OF THROW AS
INDICATED BY ARROWS. PROVIDE WITH OPPOSED BLADE VOLUME CONTROL DAMPER.
RETURN AIR GRILLE, NECK SIZE AS INDICATED
24"x24" CD
230 CFM
12x12 CD
320 CFM
24x24 RAG
8"x6" SWR
85 CFM
CB
A
XS 325 XS 325
XS 325 XS 325
12"ø
XR 500
"ø
"x
"x
10"ø10"ø
8"ø
10"ø 10"ø
XS 200
XS 200
7" x1
2"
8"ø
XR 500
8"ø
XE 140
8"ø
XS 200
XS 200
XE 200
10"x10"
XE 140
"x
XS 400
XS 400
XS 400
"ø
"x
"ø
"ø
10"x10" 8"ø
XS 400
XS 400
XS 400
XS 400
XS 400
XS 400
XS 400
XS 400
XS 400
7" x1
2"
"x
"x
"x
58"x14"45"x14"
XS 625
"x
"x
"x
10"ø
12"ø
"ø
10"ø
10"ø10"ø10"ø
10"ø 10"ø
"x
10"ø10"ø
5" x1
4"
25"x14"
XS 200
XS 75
XS 50 XS 50 XS 50
XS 75
XR 795
12"ø
XR 795
12"ø
XS 250
XS 250
XR 795 12
"ø
5"x12" 8"x12" 17"x12"
8" ø 8" ø
8"ø
XS 300
XS 250
XS 250
8" ø
"ø
10"ø
"ø
XS 250
8"ø
XS 300
XE 140
8"ø
XE 140
10"x10"
8"ø
"x
10"ø 8"ø 8"ø
"ø
48"x24"
"x
"x
XR 795
12"ø
XR 795
12"ø
XR 795
12"ø
6"ø
5" ø
5"ø 5"ø 5"ø
XS 400 XS 400
XR 795
10"ø
10"ø 10"ø10"ø
XR 795
12"ø
XR 200 10"ø
9" x1
4"
8"ø 7"ø
5"ø
XR 200
8"ø
10"x10"
"x
XS 200
10"x12"
8" ø
8" ø
8" ø
COMM
DOX/DOM
COMM
DOX/DOM
CONFERENCE
106A
DOG
DOG
DOX/DOM
DOF OFFICE
CONFERENCE
CC OFFICE
OPS
SUPERINTENDENT
SUPPORT OFFICE
MR
SLIM
ABANDONED
ABOVE CEILING
XS 300
XS 300
XS 300
XS 200
XS 200 XS 300
XS 300
XS 200
XS 300XS 300
XS 150
XS 300
SA UP TO RTU-2
ON ROOF
RA UP TO RTU-2
ON ROOF
XR 800
XS 200
XS 200
XR 300
RB 260
XS 250
ABANDONED
ABOVE CEILING
XR 750
XR 425
XS 200
XS 150
T(RTU-2)
T(RTU-3)
SA UP TO RTU-3
ON ROOF
RA UP TO RTU-3
ON ROOF
"x
48"x10"
T
SA UP TO RTU-4
ON ROOFRA UP TO RTU-4
ON ROOF
(RTU-4)
SA UP TO RTU-1
ON ROOF
RA UP TO RTU-1
ON ROOF
T(RTU-1)
IA
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SHEET REFERENCE:
DA
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SHEET NUMBER:
OF
DE
SC
RIP
TIO
N
RE
V #
AI
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RC
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SP
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
M-101
1/27/2021
DE
MO
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SHEET NOTES
1 REMOVE SINK AND CAP WATER AND DRAIN LINES WITHIN WALL.
REMOVE EXISTING COMRESSED AIR LINES AND CAP WITHIN WALL.
DEMOLISH EXISTING CEILING MOUNTED HEAT PUMP AND ASSOCIATED PIPING AND
CONTROLS.
DEMOLISH PIPING BACK TO WITHIN WALL AND CAP IN WALL.
RELOCATE EXISTING THERMOSTAT. SEE NEW WORK PLAN FOR THERMOSTAT
LOCATION.
1/8" = 1'-0"1 FIRST FLOOR PLAN - DEMOLITION - DUCTWORK
GENERAL NOTES
1. WHERE REQUIRED, TEMPORARILY REMOVE AND REPLACE AIR DISTRIBUTION
DEVICES IN PROJECT AREA.
209SCALE: 1/8" = 1'-0"
0 4' 8' 16'
PETERSON ENGINEERING INC.
PROF. ENG. #3600
75 SOUTH F ST.
PENSACOLA, FL 32502
(850) 434-0513
PEI JOB #20110
CB
A
COMM
DOX/DOM
DOF OFFICE
CONFERENCE
CC OFFICE
OPS
SUPERINTENDENT
SUPPORT OFFICE
DOG
DOX/DOM
DOX/DOM
CONFERENCE
106A
DOG
COMM
MSAHU-1
CU-1
RB 300
XS 325 XS 325
XS 325 XS 325
12"ø
XR 500
"ø
"x
"x
10"ø10"ø
8"ø
10"ø 10"ø
XS 200
XS 200
7" x1
2"
8" ø
XR 500
8"ø
XE 140
8"ø
RB 185
RB 185
10"x10"
XE 140
"x
RB 200
RB 185
RB 200
"ø
"x
"ø
10"x10" 8"ø
XS 400
XS 400
XS 400
XS 400
XS 400
XS 400
XS 400
XS 400
XS 400
7" x1
2"
"x
"x
"x
58"x14"45"x14"
XS 625
"x
"x
"x
10"ø
12"ø
"ø
10"ø
10"ø10"ø10"ø
10"ø 10"ø
"x
10"ø10"ø
5" x1
4"
25"x14"
RB 375
12"ø
XR 795
12"ø
XS 250
XS 250
RB 500 12
"ø
12"ø
5"x12" 8"x12" 17"x12"
8" ø 8" ø
RB 200
RB 150
XS 250
8" ø
"ø
10"ø
"ø
XS 250
8"ø
XS 300
XE 140
8"ø
XE 140
10"x10" 8"ø
"x
10"ø 8"ø 8"ø
"ø
48"x24"
"x
"x
XR 795
12"ø
XR 795
12"ø
XR 795
12"ø
XS 400 XS 400
XR 79510"ø
10"ø10"ø
XR 795
12"ø
9" x1
4"
7"ø
5" ø
XR 200
8"ø
10"x10"
"x
XS 200
10"x12"
8" ø
8" ø
8" ø
B 400
12"ø
A 175
C 200
8"ø
8"ø
XS 200
XS 200
XS 300 XS 300
XS 300
XS 300
XS 200
XS 200 XS 300
XS 200
"x
"x
RB 260
XR 300
XS 150
XS 300
XS 300
XR 600
XR 600 XR 600
XR 800
XS 300
XS 55
XS 150
6"ø
SECURE WALL
SECURE WALL
SECURE WALL
SECURE WALL
T
SA UP TO RTU-1
ON ROOF
RA UP TO RTU-1
ON ROOF
SA UP TO RTU-4
ON ROOFRA UP TO RTU-4
ON ROOF
XR 800
EXHAUST UP TO EF-7
EXHAUST UP TO EF-6
RB 185
B 775
B 775
XS 150
XR 750
12"ø
B 775
"x
XR 425
12"ø
XS 200
"x
T(RTU-3)
SA UP TO RTU-3
ON ROOF
RA UP TO RTU-3
ON ROOF
SA UP TO RTU-2
ON ROOF
RA UP TO RTU-2
ON ROOF
T(RTU-2)
(RTU-4)
T(RTU-1)
IA
R
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OF
RC
SP
EC
IA
AN
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L O
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M M
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SHEET REFERENCE:
DA
TE
SHEET NUMBER:
OF
DE
SC
RIP
TIO
N
RE
V #
AI
R
FO
RC
E
SP
EC
IA
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
M-201
1/27/2021
HV
AC
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GDP
CP1039541
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1/8" = 1'-0"1 FIRST FLOOR PLAN - NEW WORK - DUCTWORK
SHEET NOTES
1 PROVIDE AND INSTALL NEW WALL MOUNTED MINISPLIT AIR HANDLING UNIT. SEE
SCHEDULES FOR ADDITIONAL INFORMATION.
PROVIDE AND INSTALL NEW MINISPLIT CONDENSING UNIT MOUNTED ON 6"
CONCRETE PAD.
RECONNECT SUPPLY DUCT.
NEW TRANSFER RETURN FROM OFFICE TO LOBBY.
PROVIDE SECURITY BARS FOR DUCT PENETRATION THROUGH SECURE WALL. SEE
SHEET M-501.
CAP AND ABANDON EXISTING 6" SUPPLY DUCT.
NEW LOCATION OF EXISTING THERMOSTAT. RELOCATE TO LOCATION SHOWN.
ADD RETURN GRILLE. LIBRARY IS PLENUM RETURNED.
PETERSON ENGINEERING INC.
PROF. ENG. #3600
75 SOUTH F ST.
PENSACOLA, FL 32502
(850) 434-0513
PEI JOB #20110
GENERAL NOTES
1. WHERE REQUIRED, TEMPORARILY REMOVE AND REPLACE AIR DISTRIBUTION
DEVICES IN PROJECT AREA.
2010SCALE: 1/8" = 1'-0"
AIR DISTRIBUTION SCHEDULE
CFMMARK
A 6
SIZE
24x24
LENGTH
NECK FACE SIZE DESCRIPTION
B 24x24
C
RETURN / EXHAUST GRILLE
SUPPLY DIFFUSER
SUPPLY SIDEWALL DIFFUSER
501-890 331-500 251-330 161-250 000-160
18x10 18x6 12x6 8x6 6x6
1/2"x1/2"x1/2" GRID
6x6 8x8
10x10 12x12
16x16 14x14
000-110 111-220 221-350 351-530
731-970 531-730
1541-1880 22x22 1241-1540 971-1240
20x20 18x18
MATERIAL: ALUMINUM
OPPOSED BLADE DAMPERS: NO
COLOR: WHITE
BASIS OF DESIGN: TITUS 50F
BASIS OF DESIGN: TITUS 300FL
COLOR: WHITE
OPPOSED BLADE DAMPERS: NO
MATERIAL: EXTRUDED ALUMINUM
MATERIAL: ALUMINUM
OPPOSED BLADE DAMPERS: NO
COLOR: WHITE
BASIS OF DESIGN: TITUS OMNI AA
000-100 101-225 226-300 301-400 401-500
(TYP)
(TYP)
COOLING ONLY - MINI-SPLIT AIR HANDLING UNIT SCHEDULE
COOLING ONLY- CONDENSING UNIT SCHEDULE
CFM
OA
CFM
AIRFLOW
AIR DATA
MARK
MSAHU-1 12
MBTU/HR
TOTAL
DB °F
COIL ENT. COIL ENT.
WB °F2
ELECTRICALCOOLING DESIGN CONDITIONS
IN H O
E.S.P.
DESIGN COOLING
TOTAL
MBTU/HR
CU-1
MARK AMBIENT
REF
TYPE
COMPRESSORS FANS ELECTRICAL
NO. NO. VOLTS PHASERLA
EACH
12 95 208 1
°F
410A
CARRIER
BOD
CARRIER 13
MCA
Hz
1 5.3 1
BASIS OF
DESIGN
INDOOR UNIT POWERED BY
OUTDOOR UNIT
HP
FAN
.02
0.33
HP
EACH
NOTES
UNIT SHALL BE MOUNTED ON CONCRETE EQUIPMENT PAD USING STAINLESS STEEL HARDWARE AND FASTENERS.
NOTES
1. COOLING CYCLE RATED AT ARI CONDITIONS OF 95 DEG F AMB., 80 DEG F DB AND 67 DEG F WB COIL
ENTERING.
2. HEATING CYCLE RATED AT ARI CONDITIONS OF 30 DEG F AMB., 70 DEG F DB AND 60 DEG F WB COIL
ENTERING.
3. HSPF SCHEDULED IS MINIMUM AT ARI CONDITIONS.
4. SEER SCHEDULED IS MINIMUM AT ARI CONDITIONS.
5. ADJUST LOCATION OF UNITS AS REQUIRED FOR SERVICE AS RECOMMENDED BY MANUFACTURER.
XS
XR
XE
EXISTING SUPPLY DIFFUSER
EXISTING RETURN GRILLE
EXISTING EXHAUST GRILLE
RB REBALANCE TO AIRFLOW SHOWN
NOT TO SCALE
SQUARE CEILING DIFFUSER
INSULATED FLEXIBLE DUCT
EQUIPPED WITH A STANDOFF
MANUAL DAMPER SHALL BE
AND VAPOR BARRIER ON THE OUTSIDE
TO SPIN-IN AND DIFFUSER. WRAP WITH INSULATION
NYLON DRAWBAND TO ATTACH INTERIOR DUCT
OF DIFFUSER. SEAL TO INSULATION VAPOR
NEW THERMAL INSULATED BLANKET WITH VAPOR
BARRIER SHALL COVER ENTIRE BACK FACE
BARRIER WITH CONTACT TAPE.
OF THE BAND.
OUTSIDE INSULATION.
SO OPERATOR IS LOCATED
EXTERNALLY INSULATE THE
SUPPLY AIR DUCT
SUPPORT FLEXIBLE
DUCT AS REQUIRED.
SPIN-IN TAP FITTING AND MANUAL
DAMPER, IT SHALL BE WRAPPED WITH
FIBERGLASS INSULATION WITH VAPOR
BARRIER. SEAL THE VAPOR BARRIER
TO THE FLEX AND SUPPLY DUCTWORK
VAPOR BARRIER WITH CONTACT TAPE.
PANEL DIFFUSER DETAIL
TYPICAL CONDENSATE DRAIN DETAIL
OF INLET AND OUTLET SHALL BE
THE DIFFERENCE BETWEEN HEIGHT
MINIMUM TO DRAIN
POINT AS INDICATED
TOTAL STATIC PRESSURE OF
EQUIPMENT FAN PLUS 2.
ALL CONDENSATE PIPING SHALL BE INSULATED.
SLOPE 1/4" PER FOOT
NOTE:
TEE
NOT TO SCALE
TRAP
ELL
TEE
PROVIDE CLEAN-OUT PLUG ACCESS.
DEPTH OF TRAP EQUAL TO
ELL
MALE THREADED
EQUIPMENT SERVED
PLUG CLEANOUT
THE TSP+2".
TYPICAL SECURITY BAR DETAIL
WALL
ANGLE BRACE ALL
AROUND, ANCHOR TO
SLEEVE ONLY. TYPICAL
BOTH SIDES.
1/2" ROUND TOOL
RESISTANT STEEL BARS AT
6: O.C.E.W. A DEVIATION
OF 1/2" IN HORIZONTAL
SPACING (NOT VERTICAL) IS
PERMISSIBLE. WELD AT
INTERSECTION AND TO 1/4"
THICK x 4" WIDE COLLAR
ALL AROUND EACH FACE.
ANCHORED TO WALL AT 4"
O.C. WITH COUNTERSINK
TAMPERPROOF SCREWS.
NOT TO SCALE
FIRE STOP FOAM,
CONNECT TO FLEXDUCT ON BOTH SIDES.
ALL AROUND
NOT TO SCALE
ALL POINTS.
IN PLACE @
MIDPOINT. WELD
HORIZ. BAR @
1/2" ∅ STEEL
WALL SLEEVE OPENING
DUCT OPENING DIMENSION AS
FRAME DIMENSION
3/8" ∅ STEEL BAR
SIDE ALL AROUND.
ANCHORS - TWO PER
INTERSECTIONS.
OR STUD SECURITY WALL
CONTINUOUS 4U-5.4#
WELD TO U-FRAME.
U-FRAME & AT ALL
6" O.C. - WELDED TO
HORIZ. & VERT. BARS @
HARDENED STEEL 1/2" ∅
ANCHOR INTO CONCRETE
STEEL FRAME
18 GA. WALL SLEEVE
DESIGNATED ON DRAWINGS
SECURITY BARRIER IN RECTANGULAR OPENINGS
IA
R
E
OF
RC
SP
EC
IA
AN
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SHEET REFERENCE:
DA
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SHEET NUMBER:
OF
DE
SC
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N
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AI
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FO
RC
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SP
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HU
RL
BU
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LD
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PROJECT NUMBER:
BUILDING NUMBER:
DRAWN BY:
DESIGNED BY:
DATE:
90228
M-501
1/27/2021
ME
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CP1039541
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. 9
PETERSON ENGINEERING INC.
PROF. ENG. #3600
75 SOUTH F ST.
PENSACOLA, FL 32502
(850) 434-0513
PEI JOB #20110
| GENERAL |
| G-001 - TITLE SHEET |
| ARCHITECTURAL |
| D-101 - DEMOLITION PLAN |
| A-101 - NEW WORK PLAN |
| A-102 - REFLECTED CEILING PLAN & DETAILS |
| INTERIORS |
| I-101 - FURNITURE PLAN |
| I-601 - FINISH SCHEDULE AND NOTES |
| FIRE PROTECTION |
| FA-101 - FIRE ALARM SYSTEM PLAN |
| MECHANICAL |
| M-001 - GENERAL MECHANICAL INFORMATION |
| M-101 - DEMOLITION HVAC PLAN |
| M-201 - HVAC PLAN |
| M-501 - MECHANICAL DETAILS AND SCHEDULES |
| ELECTRICAL |
| E-001 - EXISTING POWER RISER DIAGRAM |
| E-002 - PANELBOARD SCHEDULES |
| E-101 - ELECTRICAL DEMOLITION PLAN |
| E-102 - LIGHTING PLAN |
| E-103 - POWER PLAN |
| E-104 - INTRUSION DETECTION SYSTEM PLAN |
| TELECOMMUNICATIONS |
| T-101 - COMMUNICATIONS SYSTEMS PLAN |
| T-102 - SIPR / JIANT PROTECTED DISTRIBUTION SYSTEM PLAN |
| T-103 - NIPR DISTRIBUTION SYSTEM PLAN |
File details come from the government source that posted it. Updated .