FAKZ182351 Type B-3 Drawings SIGNED.pdf
PDF 9 MB Posted
- Attached to
- F-35 Repair Fuel Cell, Bldg 1203
- Solicitation number
- W50S6N-22-B-0002
About this file
This package includes construction drawings and specifications for repair work on a Fuel Cell Building at an Air National Guard base. The project involves repair and renovation of the existing 1203 building including new mechanical, electrical and plumbing systems as well as architectural work. Specific scope items include a new mezzanine, HVAC equipment, electrical panels, site work including paving and fencing. The pre-bid conference is scheduled for April 26th with bids due on May 24th. Contractors must submit attendee names using the provided EAL form by the listed deadline in order to participate in the site visit. The solicitation was released by the Department of the Army Alabama Army National Guard for the F-35 Repair Fuel Cell project located at building 1203 of the 187th Fighter Wing in Montgomery, Alabama.
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Text version
Sheet Number
Sheet Title
Project Title
M on tg om er y
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Job Number
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Drawn By
Checked By
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T1.0
TITLE SHEET &
DRAWING INDEX
F3 5:
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1 APRIL 2021
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SHEET NO. SHEET NAME
05 PLUMBING
P0.1 PLUMBING LEGEND, ABBREVIATIONS, AND GENERAL
NOTES
P0.2 PLUMBING DETAILS AND DIAGRAMS
P0.3 PLUMBING DETAILS AND DIAGRAMS
P1.1 FIRST FLOOR PLAN - PLUMBING DEMOLITION
P2.1 FIRST FLOOR PLAN - PLUMBING
P2.2 SECOND FLOOR PLAN - PLUMBING
P3.1 ENLARGED PLAN - MEZZANINE 200
P4.1 COMPRESSED AIR RISER DIAGRAM
06 ELECTRICAL
E0.1 ELECTRICAL LEGEND AND NOTES
E1.1 FIRST FLOOR PLAN - ELECTRICAL DEMOLITION
E1.2 MEZZANINE FLOOR PLAN - ELECTRICAL DEMOLITION
E2.1 FIRST FLOOR PLAN - ELECTRICAL
E2.2 MEZZANINE FLOOR PLAN - ELECTRICAL
E2.3 FIRST FLOOR PLAN - SECURITY
E3.1 PAD-MOUNTED TRANSFORMER DETAILS & NOTES
E3.2 PANELBOARD SCHEDULES, DETAILS, & NOTES
E3.3 GROUNDING DETAILS & NOTES
E3.4 GROUNDING DETAILS & NOTES
SHEET NO. SHEET NAME
00 TITLE
T1.0 TITLE SHEET & DRAWING INDEX
T2.0 GENERAL WORK NOTES, ABBREVIATIONS & SYMBOLS
02 ARCHITECTURAL
A0.1 SITE AND LANDSCAPE PLAN
A2.1 FIRST FLOOR PLAN
A2.2 NEW MEZZANINE PLAN AND SECTION
A4.1 ELEVATIONS
03 STRUCTURAL
S1.1 MEZZANINE PLAN AND SECTION
04 FIRE PROTECTION
FP2.1 ENLARGED FIRST FLOOR PLAN - FIRE PROTECTION
04 MECHANICAL
M0.1 MECHANICAL GENERAL NOTES, ABBREV., & LEGENDS
M0.2 MECHANICAL DETAILS
M2.1 FIRST FLOOR PLAN - MECHANICAL
M2.2 SECOND FLOOR PLAN - MECHANICAL
M3.1 MEZZANINE FLOOR ENLARGED PLANS AND SECTION -
MECHANICAL
M7.1 CONTROL LEGEND AND GENERAL NOTES
M7.2 AHU-3 CONTROL DIAGRAM
M7.3 COMPRESSED AIR SYSTEM CONTROL DIAGRAM
187th Fighter Wing Dannelly Field - AL ANG Montgomery, AL
FAKZ182351
Approvals:
Title: Signature: Date:
Base Commander
Base Civil Engineer
Base Project Engineer
Bio Environmental Eng.
Safety
Security Police
Base Communications
Fire Chief
Architect:
Design Team:
Schedule of Bid Options:
BO #1 TELECOMMUNICATIONS WIRING
Plumbing, Mechanical, & Fire Protection:
Consulting Engineers:
Electrical:
Structural:
F-35 - REPAIR FUEL CELL BLDG. 1203
PROJECT LOCATION
Index to Drawings:Vicinity Map:
TYPE B-3 (100%) SUBMITTAL Rev. Description Date
202AA101
1Ref
Re f
1 Ref
Re f
A101
Ref
1Re f
1 Re f
Ref
ROOM NAME
150 SF
1t
1i
A101
SIM
A101
SIM
A101
SIM
Building Elevation Tag
Interior Elevation Tag
Building Section Tag
Wall Section Tag
Detail Tag
Room Tag
ADA Approved Turning Space
Spot Elevation
Door Tag (See Door Schedule)
Window Tag (See Window Schedule)
Wall/Storefront Tag (See Wall/Storefront Schedule)
Revision Tag (See Revision Schedule)
X Specific Note Tag
Electric Water Cooler (See Plumbing)
Fire Extinguisher Bracket
FEB
GENERAL SYMBOL LEGEND
Sheet Number
Sheet Title
Project Title
M on tg om er y
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GENERAL WORK
NOTES,
ABBREVIATIONS &
SYMBOLS
F3 5:
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GENERAL PROJECT NOTES:
GENERAL NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES APPLY TO ISOLATED WORK AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL ISOLATED WORK AREAS ARE NOT NOTED. SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE STRINGENT, PER APPROVAL OF ARCHITECT.
CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY CONDITIONS
1. CONTRACTOR TO VISIT SITE AND TO BECOME TOTALLY FAMILIAR WITH EXTENT OF WORK REQUIRED PRIOR TO BID.
2. CONTRACTOR TO VERIFY DIMENSIONS OF INTERIOR PARTITION WALLS. IF DISCREPANCY OCCURS, NOTIFY ARCHITECT PRIOR
TO FRAMING.
3. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR, VERIFY ALL EXISTING
CONDITIONS. LOCATION OF WALLS SHALL BE AS SHOWN ON PLAN RELATIVE TO EXISTING CONDITIONS.
4. CONTRACTOR TO VERIFY ALL DIMENSIONS AND FIELD CONDITIONS WITH THE DRAWINGS, IN PARTICULAR: WALL
DIMENSIONS, INCOMING UTILITIES, ETC. REPORT IMMEDIATELY TO THE GOVERNMENT ANY VARIANCES OR FIELD CONDITIONS
THAT MAY CAUSE CONSTRUCTION PROBLEMS PRIOR TO COMMENCING WORK.
CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK
1. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR TO COMMENCING. FURNISH INFORMATION NECESSARY TO
ADJUST, MOVE OR RELOCATE EXISTING STRUCTURES, UTILITY POLES, LINES, SERVICES OF OTHER SYSTEMS LOCATED IN, OR AFFECTED BY CONSTRUCTION. COORDINATE WITH LOCAL AUTHORITIES HAVING JURISDICTION WITH CONSTRUCTION.
2. CONTRACTOR TO VERIFY APPLICABLE EXISTING OPENINGS, DOOR SIZES, AND DIMENSIONS OF MECHANICAL ROOMS WITH
NEW SCHEDULED EQUIPMENT. IF DISCREPANCY OCCURS, NOTIFY THE GOVERNMENT.
3. CONTRACTOR TO COORDINATE PLUMBING AND MECHANICAL LINES WITH CEILING HEIGHTS, ABOVE CEILING AREAS AND
STRUCTURAL ELEMENTS.
4. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT THE HEAD HEIGHT IS NOT ENCUMBERED AND SERVICES ARE AS
TIGHT UP TO STRUCTURE AS POSSIBLE.
5. CONTRACTOR TO COORDINATE PLUMBING, MECHANICAL, FIRE PROTECTION, ELECTRICAL, AND LIGHTING WITH STRUCTURAL ELEMENTS WHERE THERE IS EXPOSED STRUCTURE. CONDUIT LINES, ETC. SHALL RUN AT RIGHT ANGLES OR SEGMENTED
BETWEEN COLUMN LINES AND BE CLEAN AND NEAT IN APPEARANCE.
6. COORDINATE CONDUIT, PIPING, AND DUCTWORK SO THAT HEAD HEIGHT IS NOT ENCUMBERED AND SERVICES ARE AS TIGHT UP TO STRUCTURE AS POSSIBLE, THIS WILL INCLUDE JOGGING DUCTS, SPRINKLER LINES, PLUMBING LINES, CONDUIT, ETC.
UP AND DOWN OR AROUND AS REQUIRED TO ACHIEVE CEILING HEIGHTS AS INDICATED. COORDINATE INSTALLATION AND
SEQUENCING OF DISCIPLINES TO ACHIEVE.
7. PLUMBING, FIRE-PROTECTION, MECHANICAL, AND ELECTRICAL WORK REQUIRED BY THIS CONTRACT IS NOTED ON CONTRACT DOCUMENTS. THE TRADE CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF THEIR WORK WITH ALL TRADES. CHANGE ORDERS SHALL NOT BE APPROVED FOR EXTRA WORK ARISING FROM TRADE CONTRACTORS NOT
COORDINATING WORK.
8. EACH TRADE CONTRACTOR WILL BE RESPONSIBLE FOR FURNISHING AND INSTALLING CEILING OR WALL-MOUNTED ACCESS DOORS AS REQUIRED TO ACCESS COMPONENTS OF ITS SYSTEM AND TO COORDINATE WITH OTHER TRADES SO ACCESS
IS MAINTAINED
9. CONTRACTOR SHALL COORDINATE TO ASSURE ALL EQUIPMENT CAN BE BROUGHT INTO THE BUILDING. THIS INCLUDES MANUFACTURE COMPONENT SIZE/ASSEMBLY, CRITICAL PATH SCHEDULING, AND COORDINATION OF OTHER TRADES.
ACT Acoustical Ceiling Tile A/C Air Conditioning AB Anchor Bolt ADA American Disabilities Act AFF Above Finish Floor AME Alternate Mission Equipment BM Beam BRG Bearing BRK Brick CFCI Contractor Furnished
Contractor Installed CIP Cast In Place CJ Control Joint CL Column Line CLG Ceiling CLR Clear CMU Concrete Masonry Unit COL Column CONC Concrete CONT Continuous CONTR Contractor COORD Coordination CORR Corridor CT Ceramic Tile CTR Center DBL Double DET Detail DIA Diameter DR Drain DN Down DS Downspout DW Dishwasher DWG Drawing DWR Drawer EA Each EF Exhaust Fan EJ Expansion Joint EL Elevation ELEC Electrical EQ Equal EWC Electric Water Cooler EWS Eye Wash Station EX Existing EXT Exterior FF Finish Floor FIN Finish FL Floor Line FlSNG Flashing FTG Footing GA Gauge GFRC Glass Fiber Reinforced
Concrete
GWB GWB
HT Height HM Hollow Metal HOR Horizontal HR Handrail HTR Heater HVAC Heating, Ventilation &
Air Conditioning HxWxL Height, width, length IN Inches INSUL Insulation INT Interior JST Joist
JT Joint LAM Laminate LAV Lavatory LVR Louver MIN Minimum MAX Maximum MECH Mechanical MET Metal MFR Manufacturer MH Man Hole MIN Minimum MISC Miscellaneous MLDG Moulding MO Masonry Opening MTD Mounted MTL Metal MW Microwave NIC Not In Contract NO Number NOM Nominal NTS Not to Scale OC On Center OFCI Owner Furnished
Contractor Installed OFOI Owner Furnished
Owner Installed OPP Opposite P Paint PEJ Preformed Expansion Joint PL Plate / Property Line PL LAM Plastic Laminate PLYWD Plywood PNL Panel PT Pressure Treated R Radius / Riser RB Rubber Base REFR Refrigerator REINF Reinforce (D) REQ Requirements REV Revised RM Room SCHED Schedule SECT Section SHT Sheet SHW Single Hung Window SIM Similar SPECS Specifications SQ Square SS Sanitary Sewer STD Standard SVT Solid Vinyl Tile STL Steel T Tile T&G Tongue & Groove TYP Typical UNO Unless Noted Otherwise VERT Vertical VTR Vent Thru Roof VWC Vinyl Wall Covering WD Wood WWM Welded Wire Mesh WWF Welded Wire Fabric YP Yellow Pine
TYP. ABBREVIATION LEGEND:
CONTRACTOR'S RESPONSIBILITY TO COMPLY WITH APPLICABLE GOVERNING CODES/AUTHORITIES:
1. ALL WORK SHALL BE IN ACCORDANCE WITH ALL APPLICABLE CODES, LAWS, AND ORDINANCES. EACH TRADE CONTRACTOR
IS RESPONSIBLE FOR OBTAINING ALL PERMITS, INSPECTIONS, AND CERTIFICATES REQUIRED BY GOVERNING ENTITIES.
2. CONTRACTOR TO CONFIRM ALL OSHA AND APPLICABLE STANDARDS TO ASSURE SAFETY OF ALL PERSONS ON SITE
DURING ENTIRE COURSE OF CONSTRUCTION.
3. THE GOVERNMENT IS NOT RESPONSIBLE FOR JOB SAFETY. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR JOB
SITE SAFETY AND SAFETY OF THE PUBLIC DURING CONSTRUCTION AND SHALL PROVIDE APPROPRIATE WARNINGS, BARRICADES, ETC. AS REQUIRED PER CODES.
4. PROMPTLY NOTIFY THE GOVERNMENT IN WRITING IF ANY CONTRACT DOCUMENTS ARE FOUND TO BE IN VARIANCE WITH THE APPLICABLE LAWS AND ORDINANCES. NECESSARY CHANGES WILL BE MADE BY APPROPRIATE MODIFICATIONS.
5. IF ANY WORK IS PERFORMED KNOWING IT TO BE CONTRARY TO SUCH CODES, LAWS, ORDINANCES, RULES AND REGULATIONS, AND WITHOUT NOTICE TO THE GOVERNMENT, THAT TRADE CONTRACTOR ASSUMES FULL RESPONSIBILITY AND BEARS COSTS ATTRIBUTED TO BRING WORK TO COMPLIANCE OF SUCH CODES, LAWS, ORDINANCES, AND RULES
AND REGULATIONS.
GENERAL PROVISIONS FOR FIRE RATED CONSTRUCTION
1. EACH RESPONSIBLE CONTRACTOR SHALL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK IN FIRE-RATED
CONSTRUCTION AS REQUIRED BY ALL APPLICABLE CODES. EACH CONTRACTOR TO VERIFY WITH LOCAL FIRE MARSHAL OR BUILDING OFFICIAL HAVING JURISDICTION. EACH RESPONSIBLE CONTRACTOR WILL SEAL ALL PENETRATIONS MADE AS PART OF THEIR WORK THROUGH NON-RATED PARTITIONS. ALL FIRE CAULK TO BE THE SAME BRAND AS DETERMINED BY
CONTRACTOR.
2. ALL NEW AND EXISTING FIRE WALLS IN WORK AREAS ARE TO BE CARRIED TO THE UNDERSIDE OF THE ROOF DECK AND SEALED AS REQUIRED FOR NECESSARY FIRE RATINGS, AND LABELED PER THE AUTHORITY HAVING JURISDICTION.
3. MATERIALS WITHIN PLENUMS. EXCEPT AS REQUIRED BY THE 2009 INTERNATIONAL MECHANICAL CODE SECTION
602.2.1.1 THROUGH 602.2.1.6, MATERIALS WITHIN PLENUMS SHALL BE NONCOMBUSTIBLE OR SHALL HAVE A FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE-DEVELOPED INDEX OF NOT MORE THAN 50 WHEN TESTED IN
ACCORDANCE WITH ASTM E84 OR UL 723.
MISCELLANEOUS GENERAL PROVISIONS:
1. CONTRACTOR TO NOTIFY THE GOVERNMENT IMMEDIATELY IF THERE ARE ANY DISCREPANCIES WITH TAGGED DETAILS, ENLARGED PLANS, ELEVATIONS, ETC.
GENERAL DEMOLITION NOTES:
THE INTENT OF DEMOLITION IS TO ACCOMPLISH ALL WORK NECESSARY TO PROVIDE A FINISHED, COMPLETE BUILDING AS INDICATED IN THE PLANS AND SPECIFICATIONS. THE FOLLOWING GENERAL NOTES ARE APPLICABLE TO ALL DEMOLITION ACTIVITIES
REQUIRED BY THE SCOPE OF THE CONTRACT DOCUMENTS.
CONTRACTOR'S RESPONSIBILITY TO VERIFY ACCURACY OF EXISTING CONDITIONS:
1. DOCUMENTATION CONTAINED IN THESE CONSTRUCTION DOCUMENTS OF EXISTING CONDITIONS MAY NOT BE ENTIRELY
ACCURATE. CONTRACTOR IS TO TAKE THE INITIATIVE TO VISIT THE SITE PRIOR TO AND DURING THE PRE-BID MEETING TO VERIFY ACTUAL CONDITIONS, THEREFORE RENDERING THE CONTRACTOR RESPONSIBLE FOR AN ACCURATE REPRESENTATION
OF THE EXISTING CONDITIONS.
2. CONTRACTOR TO VISIT SITE TO VERIFY EXISTING CONDITIONS AND SHALL BE RESPONSIBLE FOR DETERMINING THE SCOPE OF WORK PRIOR TO DEMOLITION . EXISTING CONDITIONS SHALL BE THOROUGHLY RESEARCHED PRIOR TO CONSTRUCTION AND ANY DRAWINGS SHALL BE IMMEDIATELY DISCUSSED WITH THE GOVERNMENT PRIOR TO BEGINNING CONSTRUCTION IN THE AFFECTED AREA. CHANGE ORDERS WILL NOT BE APPROVED PRIOR TO WORK TAKING PLACE FOR EXISTING CONDITIONS
READILY APPARENT BY A THOROUGH OBSERVATION.
3. CONTRACTOR TO VERIFY ALL EXISTING FLOOR ELEVATIONS AND VERIFY WITH PLANS. REPORT ANY DISCREPANCIES WITH
ARCHITECT PRIOR TO CONSTRUCTION
4. DIMENSIONS OF EXISTING STRUCTURES ARE ONLY FOR THE CONVENIENCE OF THE CONTRACTOR. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS. LOCATION OF WALLS SHALL BE AS SHOWN ON PLANS RELATIVE TO EXISTING
CONDITIONS.
5. THE GOVERNMENT ASSUMES NO RESPONSIBILITY FOR EXISTING UNKNOWN CONDITIONS. EACH CONTRACTOR SHALL COORDINATE NEW CONSTRUCTION WITH EXISTING CONSTRUCTION AND INVESTIGATE IN A REASONABLE MANNER
REGARDING HIDDEN CONDITIONS.
SAFEGUARDS DURING DEMOLITION:
1. EXISTING FACILITY WILL REMAIN OCCUPIED FOR THE DURATION OF THE PROJECT. AS SUCH, ALL EXISTING INFRASTRUCTURE
(WATER, POWER, GAS, HVAC, TELECOMMUNICATIONS, ETC.) SHALL REMAIN IN OPERATION. CONTRACTOR SHALL ISOLATE AND REMOVE FROM SERVICE EXISTING INFRASTRUCTURE IN AREAS AFFECTED BY THE WORK AS NEEDED TO SAFELY COMPLETE THE WORK OF THIS PROJECT. ALL UTILITY OUTAGES SHALL BE COORDINATED WITH THE CONTRACTING OFFICER IN ADVANCE. THE CONTRACTING OFFICER WILL PROVIDE WRITTEN APPROVAL OF UTILITY INTERRUPTIONS. UTILITY INTERRUPTIONS SHALL OCCUR ON NON-UTA WEEKENDS (SATURDAY, SUNDAY, & MONDAY) OR HOLIDAYS. LIMIT UTILITY
INTERRUPTIONS TO THE SHORTEST DURATION POSSIBLE TO SAFELY COMPLETE THE WORK.
2. CONTRACTOR TO VERIFY ALL LOAD BEARING CONDITIONS AND PROVIDE SHORING AS REQUIRED IN ALL AFFECTED AREAS
PRIOR TO & DURING DEMOLITION AND/OR CONSTRUCTION.
3. ALL CURRENT OSHA AND APPLICABLE STANDARDS SHALL BE UPHELD TO ASSURE SAFETY OF ALL PERSONS ON SITE DURING
ENTIRE COURSE OF CONSTRUCTION.
CONTRACTOR'S RESPONSIBILITY TO REMOVE ALL ENCUMBRANCES REQUIRED FOR PROPER INSTALLATION OF NEW SYSTEMS:
1. REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO DUCTS, PIPING, WIRING, ETC… SHALL BE DONE BY THE
CONTRACTOR TO ACHIEVE PLANS AS SHOWN EVEN IF NOT SHOWN ON DEMOLITION PLANS.
2. REMOVAL OF ALL ENCUMBRANCES INCLUDING BUT NOT LIMITED TO CONCRETE, WOOD, DUCTS, PIPING, WIRING, SHALL BE
DONE BY THE CONTRACTOR TO ACHIEVE FLOOR PLANS AS SHOWN EVEN IF NOT SHOWN ON DEMOLITION PLANS.
3. REMOVE ALL ABANDONED FIXTURES, PIPING, CONDUIT WIRING, INSULATION, EQUIPMENT, STRUCTURAL SUPPORTS, ARCHITECTURAL SYSTEMS., ETC… NO LONGER IN USE OR UNNECESSARY FOR THE RENOVATED PROJECT. PROVIDE PATCHING WITH MATERIALS CONSISTENT WITH ADJACENT MATERIALS AND FINISHES REQUIRED, UNLESS OTHERWISE NOTED, TO MEET ALL APPLICABLE CODES.
4. THE CONTRACTOR IS ALSO RESPONSIBLE FOR THE REMOVAL OF DEMOLISHED MATERIALS: FOR THE PATCHING OF EXISTING SURFACES, INCLUDING OPENINGS IN FLOORS, WALLS, ETC. TO MATCH UNDISTURBED EXISTING SURFACES, AND FOR LEAVING THE AREA IN A CLEAN CONDITION. REFER TO CONTRACT DOCUMENTS FOR SPECIFIC FLOOR RELATED DETAILS.
CONTRACTOR'S RESPONSIBILITY TO RETURN THE SITE/STRUCTURE TO PRE-WORK CONDITIONS
1. CONTRACTOR TO TAKE EXTREME CARE AT EXISTING EXTERIOR FINISHES, INCLUDING BUT NOT LIMITED TO BRICK, METALWORK, WINDOWS, AND DOORS. IT IS THE CONTRACTOR'S RESPONSIBILITY TO REPAIR ANY EXTERIOR FINISHES THAT
WERE COMPROMISED DURING THE COURSE OF CONSTRUCTION.
2. CONTRACTOR TO PROTECT ALL FINISHES TO REMAIN ON INTERIOR OF EXISTING SPACES INCLUDING WALLS, CEILINGS, FLOORS, DOORS, FIXTURES, ETC.
CONTRACTOR'S RESPONSIBILITY REGARDING REMOVAL AND DISPOSAL OF DEMOLISHED MATERIALS:
1. EACH TRADE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL LAWS, REGULATIONS, AND/OR ORDINANCES
REGARDING THE METHOD OF DEMOLITION AND DISPOSAL OF WASTE MATERIALS. THE GOVERNMENT ASSUMES NO LIABILITY FOR EXTRA WORK OR ADDITIONAL COMPENSATION DUE TO FAILURE OF THE TRADE CONTRACTOR OR
SUBCONTRACTORS TO COMPLY WITH ANY AND ALL SUCH REGULATIONS THAT APPLY.
CONTRACTOR'S RESPONSIBILITY REGARDING HAZARDOUS MATERIALS:
1. CONTRACTOR SHALL COMPLY WITH ALL SPECIFIED REQUIREMENTS AND GOVERNING CODES/LAWS/REGULATIONS
REGARDING REMOVAL AND DISPOSAL OF HAZARDOUS MATERIALS.
2. A BASEWIDE HAZARDOUS ASSESSMENT HAS BEEN CONDUCTED. THE ASSESSMENT DOES NOT INDICATE THE PRESENCE
OF ANY KNOWN HAZARDOUS MATERIALS AT THIS FACILITY, HOWEVER IF HAZARDOUS MATERIALS ARE ENCOUNTERED, NOTIFY THE GOVERNMENT PRIOR TO PROCEEDING.
ADDITIONAL MISCELLANEOUS PROVISIONS
1. GENERAL DEMOLITION NOTES APPLY TO THE ENTIRE PROJECT. SPECIFIC NOTES (DESIGNATED) APPLY TO ISOLATED WORK
AREAS AND ARE FOR THE CONVENIENCE OF THE CONTRACTOR. HOWEVER, ALL ISOLATED WORK AREAS ARE NOT NOTED.
SHOULD A CONDITION OCCUR THAT IS NOT SPECIFICALLY NOTED, THE CONTRACTOR SHALL PROCEED WITH WORK PER GENERAL DEMOLITION NOTES OR A SPECIFIC WORK NOTE(S) USED IN OTHER SIMILAR CONDITIONS, WHICHEVER IS MORE
STRINGENT, PER APPROVAL OF ARCHITECT VIA OWNER.
2. REFER ALSO TO SELECTIVE DEMOLITION, SUMMARY OF WORK, SOLICITATION REQUIREMENTS AND OTHER SPECIFICATION
SECTIONS REQUIRED.
3. REFER TO OTHER DISCIPLINES TO INCLUDE BUT NOT LIMITED TO LANDSCAPE, PLUMBING, MECHANICAL, AND STRUCTURAL FOR ADDITIONAL DEMOLITION AND REPARATION REQUIREMENTS. PATCH ALL LOCATIONS REQUIRED BY PLUMBING, MECHANICAL, AND ELECTRICAL DEMOLITION. MATCH ADJACENT CONDITIONS, UNLESS OTHERWISE NOTED. ALL REQUIRED TRENCHING AND REPLACEMENT OF EXISTING SLABS WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
4. CONTRACTOR TO ASSUME ALL CONCRETE INDICATED TO BE REMOVED IS REINFORCED.
5. AT LOCATIONS IN EXISTING FIRE WALLS WHERE SERVICES ARE REMOVED OR OPENINGS ARE CREATED, PATCH WALLS TO
MAINTAIN REQUIRED FIRE RATING.
Rev. Description Date
EXISTING FUEL CELL AND
CORROSION CONTROL FACILITY
EXISTING BUILDING 1109
EXPANSION JOINTS - SEE DETAIL 2/A0.1
SAW CUT AND REMOVE CONCRETE PAVING AS
REQUIRED TO INSTALL NEW ELECTRICAL SERVICE -
REMOVE FROM EXISTING JOINT TO EXISTING JOINT
REMOVE/REPLACE CHAIN LINK FENCING AS
REQUIRED TO INSTALL NEW ELECTRICAL SERVICE
REMOVE/REPLACE SOD AS REQUIRED
TO INSTALL NEW ELECTRICAL SERVICE
EXISTING TRANSFORMER
LOCATION (FIELD VERIFY)
A0.1
EXISTING MAKE-UP AIR UNIT TO REMAIN
SEE M2.1 FOR UNIT SIZE AND LOCATION
NEW MECHANICAL UNIT - SEE M3.1 AND
A2.1 FOR SIZE AND LOCATION
EXISTING CONCRETE PAVING
NEW ELECTRICAL PANEL - SEE
E2.1 FOR LOCATION AND SIZE
EXISTING BOLLARDS TO REMAIN
EXISTING CONCRETE PAVING
EXISTING STAIR
NEW BOLLARD - TYPICAL
EXISTING CONCRETE PAVING
1/2"
NEW PREFORMED JOINT SEALANT
JOINT FILLER
OIL/LUBRICATE JOINT SIDES AS REQUIRED
NEW CONCRETE PAVING
NOTES:
- PROVIDE PREFORMED JOINT SEALS AT ALL NEW CONCRETE JOINTS.
- JOINT WIDTH/DEPTH AS RECOMMENDED BY MANUFACTURER FOR SEAL BEING USED.
- TOP OF JOINT SEAL TO BE 1/8"-1/4" BELOW PAVEMENT SURFACE.
- COMPRESSION SEALS SHALL BE IN COMPRESSION AT ALL TIMES.
M A
TC
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XI
S
TI
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V
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IF
Y
V
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IF
Y
EXISTING SUBGRADE TO REMAIN
SELECT BACKFILL MATERIAL.
COMPACT TO 98% ASTM D 698
NEW AGGREGATE BASE COURSE -
MATCH EXISTING OR 8" MINIMUM,
WHICHEVER IS GREATER.
COMPACT TO 98% ASTM D698
EXISTING BASE COURSE TO
REMAIN
EXISTING CONCRETE PAVING TO
REMAIN
NEW CONCRETE PAVING - SEE
SPECIFICATIONS. MATCH EXISTING
Sheet Number
Sheet Title
Project Title
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A0.1
SITE AND
LANDSCAPE PLAN
F3 5:
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3/16" = 1'-0"A0.1
1 SITE PLAN
6" = 1'-0"A0.1
2 EXPANSION JOINT DETAIL
Rev. Description Date
3/4" = 1'-0"A0.1
3 PAVEMENT PATCH DETAIL
TRAINING ROOM
FUEL TOOLS AND
EQUIPMENT
TANK MAINTENANCE
OFFICE 1
VEST.
LIBRARY/OFFICE 4
KITCHEN
LAUNDRY
CORRIDOR
FUEL CELL BAYCORROSION CONTROL BAY
PAINT BOOTH
STRIPPING ROOM
WASH ROOM
OFFICE 3
FIRE PROTECTION
MECH. ROOM
TOOL STORAGE
CO
RR
ID
O
R
CO
RR
ID
O
R
MEN
WOMEN
JAN
COMM
367 FT²
[34M²]
237 FT²
[22M²]
140 FT²
[13M²]
134 FT²
[12M²]
382 FT²
[35M²]
1029 FT²
[96M²]
5654 FT²
[525M²]
5663 FT²
[526M²]
171 FT²
[16M²]
304 FT²
[28M²]
40 FT² [4 M²]
280 FT² [26
M²]
177 FT² [16
M²]
106 FT² [10
M²]
162 FT² [15
M²]
162 FT² [15
M²]
70 FT² [7 M²]
329 FT² [31
M²]
648 FT² [60
M²]
777 FT² [72
M²]
189 FT² [18
M²]
491 FT² [46
M²] EWC454
F.E.C. F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C.
F.E.C. F.E.C.
F.E.C.
UP
UP
A
85' - 7" 85' - 7"
A2.2
NEW MEZZANINE ABOVE
1 1
EXISTING MEZZANINE ABOVE
5 5
6 6
NEW BOLLARDS -
TYPICAL
9 9 9 8 8
SPECIFIC NOTES:
REPLACE TRENCH GRATE - SEE
SPECIFICATIONS SECTION 05 5000
NEW HVAC PENETRATION IN EXISTING WALL -
SEE DETAIL 4/A2.2
NEW RETURN AIR GRILL IN EXISTING WALL - SEE
DETAIL 4/A2.2 (SIMILAR)
NEW OUTSIDE AIR LOUVER - SEE DETAIL 3/A4.14
6" WIDE SOLID YELLOW PAINTED LINE - COORDINATE
EXACT LOCATION/EXTENTS WITH CONTRACTING OFFICER
REPRESENTATIVE ON SITE
PAINTED YELLOW STOP BAR. 36" X 12". COORDINATE
EXACT LOCATION WITH CONTRACTING OFFICER
REPRESENTATIVE ON SITE.
CONTRACTOR SHALL REMOVE EXISTING PAINTED AIRCRAFT LEAD IN
MARKINGS IN EXISTING HANGAR AND CLEAN ENTIRE HANGAR FLOOR
AREAS PRIOR TO INSTALLING NEW LEAD IN LINES AND NOSE GEAR STOP
BAR.
EXISTING OPENING TO RECIEVE NEW CIPHER LOCK. REMOVE EXISTING
LOCKSET/TRIM ON ACTIVE LEAF. REPLACE WITH NEW LOCK EQUAL TO YALE
MODEL AU-NTB610-NR. ENSURE NEW CIPHER LOCK IS COMPATIBLE WITH
EXISTING HARDWARE. ENSURE EXISTING FLUSHBOLTS SECURELY LATCH
PASSIVE LEAF. INSTALL NEW LOCK ON EXISTING ACTIVE LEAF WITH KEYPAD
ON SIDE OF THE DOOR OPPOSITE THE HANGAR BAY.
EXISTING OPENING TO RECIEVE NEW EXIT DEVICE AND
EXIT DEVICE TRIM. REMOVE EXISTING EXIT DEVICE AND
TRIM. INSTALL NEW EXIT DEVICE WITH CIPHER LOCK
TRIM EQUAL TO YALE MODEL 7100 AND YALE MODEL
AU-NNT610-NR-626. ENSURE COMPATIBILITY WITH
EXISTING OPENING AND EXISTING HARDWARE
PREPARATION.
PAINTED GREEN BOX - 6" WIDE LINE, 24" X 24" SQUARE
CENTERED ON EMERGENCY FIXTURE
24" DIAMETER PAINTED WHITE CIRCLE, 6" WIDE STRIPE11
LEGEND:
EXISTING 1-HOUR RATED CONSTRUCTION - FIRE STOP ALL NEW
PENETRATIONS. SEE SPECIFICATION SECTION 07 8400.
EXISTING 2-HOUR RATED CONSTRUCTION - FIRE STOP ALL NEW
PENETRATIONS. SEE SPECIFICATION SECTION 07 8400.
Sheet Number
Sheet Title
Project Title
M on tg om er y
D ot ha n
W W
W .S
SL
A
R C
H .C
O M
(M ) 3
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
IT
E
CT
U
RE
IN
TE
RI
O R
D E
SI
G
N
A2.1
FIRST FLOOR PLAN
F3 5:
R E
PA
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F U
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CE
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18073/FAKZ182351
1 APRIL 2021
JEG
DCD
1/8" = 1'-0"A2.1
1 FIRST FLOOR PLAN
F.E.C.
AHU-3
SEE MECHANICAL
EXISTING ACCESS LADDER
NEW METAL GRATE FLOOR
NEW REMOVABLE RAILING
9' - 2"
EXISTING MEZZANINE
A2.2
A2.2 5 Sim
EXISTING LADDER TO REMAIN
AHU-3
SEE MECHANICAL
A2.2
LADDER DOWN TO
STRIPPING ROOM
9' - 2"
/8
NEW REMOVABLE RAILINGS
PAINT BOOTH BELOW
OPEN TO STRIPPING
ROOM BELOW
EXISTING
MEZZANINE
NEW OUTSIDE AIR LOUVER - SEE DETAIL 3/A4.1
NEW RETURN AIR REGISTER -
SEE DETAIL 3/A4.1 (SIMILAR)
NEW HVAC PENETRATION IN
EXISTING WALL - SEE 4/A2.2
A2.2
A4.1
A2.2
Sim
FIRE DAMPER & ANGLE PIECES BY MECHANICAL
AS REQUIRED FOR SPECIFIED RATING
NEW METAL CLOSURE TRIM
EXISTING METAL LINER PANEL
FILL WALL CAVITY FULL OF SPRAY
FOAM INSULATION AS REQUIRED
FILL WALL CAVITY FULL OF SPRAY
FOAM INSULATION AS REQUIRED
NEW METAL FRAMING AS
REQUIRED - SEE STRUCTURAL
EXISTING METAL LINER PANEL
HANGAR BAY
PACK STUD SPACE AND AREA AROUND
DUCT WITH MINERAL WOOL INSULATION
P.T. WOOD BLOCKING
ALUMINUM BRAKE METAL
SEALANT & BACKER ROD
NEW METAL CLOSURE TRIM
P.T. WOOD BLOCKING
NEW METAL FRAMING AS REQUIRED - SEE STRUCTURAL
ALUMINUM BRAKE METAL
SEALANT & BACKER ROD
NEW METAL CLOSURE TRIM
EXISTING METAL LINER PANEL AND GYPSUM
WALLBOARD TO REMAIN. CUT AS REQUIRED TO
INSTALL NEW LOUVER AND ASSOCIATED FRAMING
EXISTING FIRE RATED WALL CONSTRUCTION
EXISTING FIRE RATED WALL CONSTRUCTION
EXISTING GYPSUM WALLBOARD
NEW METAL CLOSURE TRIM
EXISTING GYPSUM WALLBOARD
NEW METAL GRATE - SEE SPECS
EXISTING CHANNEL, ANGLE AND
GRATING TO REMAIN
EXISTING CMU WALL TO REMAIN
NEW HSS - SEE STRUCTURAL - PAINT
CAUTION YELLOW
NEW HSS BEHIND - SEE STRUCTURAL
NEW HSS SECTION - SEE STRUCTURAL (PAINT - TYPICAL)
EQUAL TO CAI SAFETY SYSTEMS SIDE FLUSH MOUNT BRACKET
1-1/2" REMOVABLE GUARDRAIL - SEE SPECIFICATIONS (PAINT)
Sheet Number
Sheet Title
Project Title
M on tg om er y
D ot ha n
W W
W .S
SL
A
R C
H .C
O M
(M ) 3
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
IT
E
CT
U
RE
IN
TE
RI
O R
D E
SI
G
N
A2.2
NEW MEZZANINE
PLAN AND
SECTION
F3 5:
R E
PA
IR
F U
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CE
LL
B U
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G
7T H
F
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IN
G
M O
N
TG
O M
E
RY
, A L
18073/FAKZ182351
1 APRIL 2021
JEG
DCD
1/4" = 1'-0"A2.2
2 MEZZANINE SECTION
1/4" = 1'-0"A2.2
1 ENLARGED MEZZANINE PLAN
1 1/2" = 1'-0"A2.2
4 HVAC DUCT PENETRATION
1 1/2" = 1'-0"A2.2
3 MEZZANINE CONNECTION DETAIL
1 1/2" = 1'-0"A2.2
5 GUARDRAIL DETAIL
NEW ELECTRICAL SWITCHBOARD -
SEE ELECTRICAL
NEW LOUVER - SEE MECHANICAL
A4.1
NEW BOLLARDS - SEE PLAN
NEW MECHANICAL UNIT - SEE
MECHANICAL
NEW METAL CLOSURE TRIM
EXTERIOR/HANGAR BAY
EXISTING RECTANGULAR TUBE TO REMAIN -
VERIFY LOCATION AND CONDITIONS
NEW SEALANT AND BACKER ROD
SEALANT & BACKER ROD
INTERIOR
NEW LOUVER - SEE MECHANICAL
EXISTING CURTAIN WALL FRAME TO REMAIN
NEW P.T. WOOD BLOCKING
METAL WALL PANEL - CUT EXISTING PANEL AS
REQUIRED TO ACCOMODATE NEW LOUVER
OPENING
METAL WALL PANEL - CUT EXISTING PANEL AS
REQUIRED TO ACCOMODATE NEW LOUVER
OPENING
MODIFY EXISING METAL STUD FRAMING AS
REQUIRED FOR NEW OPENING. PROVIDE NEW
SPRAY FOAM INSULATION IN WALL CAVITY
AFTER FRAMING MODIFICATIONS
NEW BREAK METAL
NEW METAL CLOSURE TRIM
SHIM (AS REQUIRED)
PLAN
SECTION
PAINT COLOR AS APPROVED BY ARCHITECT
EQ EQ
1'-6"
'-1
'-0
0' -1
'-6
0' -3
SOLID CONCRETE FILL. PROVIDE STEEL CAP. WELD ON TOP
6" DIAMETER STEEL POST SET IN
CONCRETE
PAINT BOLLARD CAUTION
YELLOW - TYPICAL
EXISTING
CONCRETE
TO REMAIN
CONCRETE
EXPANSION
JOINT (TYP.)
Sheet Number
Sheet Title
Project Title
M on tg om er y
D ot ha n
W W
W .S
SL
A
R C
H .C
O M
(M ) 3
. 2
. 5
(D
) 3
. 7
. 5
Job Number
Date
Drawn By
Checked By
A
RC
H
IT
E
CT
U
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IN
TE
RI
O R
D E
SI
G
N
A4.1
ELEVATIONS
F3 5:
R E
PA
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F U
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B U
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TG
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E
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18073/FAKZ182351
1 APRIL 2021
JEG
DCD
1/4" = 1'-0"A4.1
1 PARTIAL EAST ELEVATION
1 1/2" = 1'-0"A4.1
2 LOUVER HEAD DETAIL (JAMB/SILL SIMILAR)
1" = 1'-0"A4.1
3 BOLLARD DETAIL
Sheet Title
Project Title
M o n tg o m er y
D o th an
W W W .S S L A R C H .C O M
(M
D
Job Number
Date
Drawn By
Checked By
A R
C H
IT
E
C T
U R
E
I N
T E
R
IO
R D
E S
IG
N
S1.1
F R
E P
A
IR
F U
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C E
L L
B U
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D
IN
G
T
H F
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IN
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M O
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G O
M E
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A
L
18073/FAKZ182351
1 APRIL 2021
RAS
RMO
Rev. Description Date
MEZZANINE PLAN
& SECTION
4-1-21
AutoCAD SHX Text EXISTING HSS10x4 GIRT
AutoCAD SHX Text EXISTING HSS8x8 GIRT
AutoCAD SHX Text
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AutoCAD SHX Text F
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%%UMECHANICAL MEZZANINE FRAMING PLAN
AutoCAD SHX Text
SCALE: 1/8"=1'-0"
AutoCAD SHX Text EXISTING HSS8x4 GIRT
AutoCAD SHX Text EXISTING HSS8x4 GIRT
AutoCAD SHX Text
OPEN
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text +4"
AutoCAD SHX Text
AutoCAD SHX Text S1.1
AutoCAD SHX Text
MECH. UNIT
AutoCAD SHX Text
%%USTRUCTURAL STEEL:
AutoCAD SHX Text
1. MISCELLANEOUS STEEL SHAPES SHALL CONFORM TO ASTM, A36,
AutoCAD SHX Text
LATEST EDITION.
AutoCAD SHX Text
2. STRUCTURAL STEEL TUBE SECTIONS SHALL CONFORM TO ASTM A500,
AutoCAD SHX Text GRADE B, Fy = 46.0 KSI.
AutoCAD SHX Text
3. STEEL FABRICATOR SHALL SUBMIT SHOP DRAWINGS FOR THE ARCHITECT
AutoCAD SHX Text
AND/OR ENGINEER'S REVIEW.
AutoCAD SHX Text
4. THE CONTRACTOR SHALL VERIFY ALL SHOP DRAWINGS DIMENSIONS WITH
AutoCAD SHX Text
STRUCTURAL AND ARCHITECTURAL PLANS AND DETAILS. FIELD VERIFY
AutoCAD SHX Text
EXISTING DIMENSIONS AS REQUIRED.
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5. CONNECTIONS NOT SHOWN ON DRAWINGS SHALL BE DESIGNED
AutoCAD SHX Text
BY THE FABRICATOR AND SHOWN ON FABRICATORS SHOP DRAWINGS
AutoCAD SHX Text
%%UCODES:
AutoCAD SHX Text
ALL PARTS SHALL BE FURNISHED AND ERECTED ACCORDING TO THE
AutoCAD SHX Text
APPLICABLE CODES AND SPECIFICATIONS OF THE FOLLOWING:
AutoCAD SHX Text
AMERICAN CONCRETE INSTITUTE (ACI)
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AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)
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AMERICAN WELDING SOCIETY (AWS)
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OSHA STEEL ERECTION STANDARD (OSHA)
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INTERNATIONAL BUILDING CODE (IBC 2015) (ICC)
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%%UDESIGN LIVE LOADS:
AutoCAD SHX Text
MEZZANINE.......150 PSF.
AutoCAD SHX Text HSS8x2x~4
AutoCAD SHX Text WELD NEW HSS8x2 TO FACE OF EXISTING C4x5.4 & ~<3x3 EDGE ANGLE
AutoCAD SHX Text C8x11.5 BLKG. @ 48"O.C. MAX. @ OPNG.
AutoCAD SHX Text HSS8x2x~4
AutoCAD SHX Text HSS5x3x~4
AutoCAD SHX Text
AutoCAD SHX Text S1.1
AutoCAD SHX Text EXTEND C4'S AS REQ'D TO BEAR 3"MIN. ON EXISTING HSS8x4
AutoCAD SHX Text
FOR REVIEW/APPROVAL BY ENGINEER.
AutoCAD SHX Text NOTE: PROVIDE (2)6"x1~0"-16GA. 'C'STUD BOX LINTEL @ HEAD OF MECHANICAL DUCT PENETRATIONS IN EXISTING WALL. SEE TYPICAL DETAIL THIS SHEET FOR ADD'L INFO.
AutoCAD SHX Text
SECTION
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S1.1
AutoCAD SHX Text
12'-8" [3.86] TO
AutoCAD SHX Text
FIN. FLOOR
AutoCAD SHX Text 14'-10~8" [4.53]
AutoCAD SHX Text
(FIELD VERIFY)
AutoCAD SHX Text 3/16
AutoCAD SHX Text 3/16
AutoCAD SHX Text NEW C8x11.5 @ 24"O.C.
AutoCAD SHX Text
EXISTING HSS GIRT
AutoCAD SHX Text
EXISTING CMU WALLS
AutoCAD SHX Text
EXISTING HSS GIRT
AutoCAD SHX Text
NEW METAL GRATE, SEE ARCH.
AutoCAD SHX Text 3/16
AutoCAD SHX Text 3/16
AutoCAD SHX Text
BOT. OF C4'S BEYOND
AutoCAD SHX Text NEW ~<2~8x2~8x~4 CONT. TO NEW HSS5x3
AutoCAD SHX Text NEW HSS5x3x~4 - BEAR 3" MIN. (W/ ~8" SHIM ~P) ON EXISTING HSS8x4 GIRT BEYOND. WELD TO NEW HSS8x2 BEHIND
AutoCAD SHX Text EXISTING C4, ~<3x3, & GRATING
AutoCAD SHX Text
NEW METAL GRATE, SEE ARCH.
AutoCAD SHX Text 3/16
AutoCAD SHX Text 4@12
AutoCAD SHX Text HSS8x2 BEHIND
AutoCAD SHX Text 3/16
AutoCAD SHX Text 3/16
AutoCAD SHX Text
SECTION
AutoCAD SHX Text 3/4"=1'-0"
AutoCAD SHX Text
AutoCAD SHX Text S1.1
AutoCAD SHX Text
EXISTING PLATFORM
AutoCAD SHX Text
NEW PLATFORM
AutoCAD SHX Text ~<3x3x~4x0'-6" EA. SIDE (SHIP LOOSE)
AutoCAD SHX Text NEW (2)6"x1~0"-16GA. 'C' STUD LINTEL
AutoCAD SHX Text NEW 16GA. TRACK CLOSURE. FASTEN TO LINTEL W/ (3)#12 SCREWS EACH SIDE & (6)#12 SCREWS TO JAMB
AutoCAD SHX Text
EXISTING WALL STUD
AutoCAD SHX Text
%%U TYPICAL LINTEL DETAIL AT %%U
AutoCAD SHX Text
%%U EXISTING STEEL STUD WALL
AutoCAD SHX Text
NEW CONT. 16GA. TRACK TOP & BOT.
AutoCAD SHX Text NOTE: WHERE EXISTING STUD IS OPPOSITE HAND PROVIDE ADD'L 16GA. TRACK CLOSURE FASTENED TO EXISTING STUD FLANGES W/ (3)#12 SCREWS EACH SIDE FOR CONNECTION OF CLOSURE TRACK
AutoCAD SHX Text NOTE: PROVIDE ADD'L 16GA. CLIP ANGLES AS REQ'D FOR RECONNECTION OF EXISTING STUDS TO NEW BOX BEAM & SILL TRACK
AutoCAD SHX Text
NEW CONT. 16GA. TRACK @ SILL OF OPNG.
AutoCAD SHX Text
SIMPSON A34 FRAMING ANGLE (OR EQUIVALENT) EA. END OF SILL TRACK
AutoCAD SHX Text R
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text O
AutoCAD SHX Text K
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text D
AutoCAD SHX Text R
AutoCAD SHX Text A
AutoCAD SHX Text H
AutoCAD SHX Text C
AutoCAD SHX Text I
AutoCAD SHX Text A
AutoCAD SHX Text M
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text A
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AutoCAD SHX Text D
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NO. 22214
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PROFESSIONAL
AutoCAD SHX Text B
HHB Engineers, P.C.
Sheet Title
Project Title
M o n tg o m er y
D o th an W W W .S S L A R C H .C O M
(M
D
Job Number
Date
Drawn By
Checked By
A R
C H
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C T
U R
E
I N
T E
R
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IG
N
F R
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A
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F U
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C E
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B U
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G O
M E
R Y
A
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18073/FAKZ182351
ASR
TLH
1 April 2021
ENLARGED FIRST
FLOOR PLAN -
FIRE
PROTECTION
FP2.1
AutoCAD SHX Text
PAINT BOOTH
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STRIPPING ROOM
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WASH ROOM
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AutoCAD SHX Text F
AutoCAD SHX Text N
AutoCAD SHX Text
FP2.1
AutoCAD SHX Text
AutoCAD SHX Text 1/4" = 1'-0"
AutoCAD SHX Text
ENLARGED FIRST FLOOR PLAN - FIRE PROTECTION
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
EX. 1-1/2"
AutoCAD SHX Text
EX. 1-1/2"
AutoCAD SHX Text
EX. 1-1/2"
AutoCAD SHX Text
AutoCAD SHX Text
DOWN TYPICAL
AutoCAD SHX Text %%u LEGEND
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EXISTING SPRINKLER PIPING
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EXISTING UPRIGHT HEAD
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EXISTING PENDANT HEAD
AutoCAD SHX Text
NEW UPRIGHT HEAD, MATCH EXISTING
AutoCAD SHX Text N:\2019jobs\219016\Drawings\MECH\F-35 REPAIR FUEL CELL BUILDING 1203, DANNELLY FIELD\Sheets\FP2.1 ENLARGED FIRST FLOOR PLAN - FIRE PROTECTION.dwg
AutoCAD SHX Text Andrew Robinson
AutoCAD SHX Text
4/1/2021 2:53 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
AutoCAD SHX Text
CONSULTING ENGINEERS
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SCALE: 1/4" = 1'-0"
AutoCAD SHX Text 2'
AutoCAD SHX Text 4'
AutoCAD SHX Text 8'
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AutoCAD SHX Text KEYED NOTES: EXISTING BRANCH BELOW ROOF DECK. EXISTING BRANCH FOR GROUND FLOOR ROOM, CEILING PENDANT HEADS. NEW 1-1/4" BRANCH WITH TWO UPRIGHT HEADS. LOCATE BELOW NEW MEZZANINE. EXISTING REMOTE AREA "PAINT BOOTH", 0.4GPM/3000SF, FUEL CELL SUB AREA 2.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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FIRE PROTECTION GENERAL NOTES 1. EXISTING FIRE SPRINKLER SYSTEM IS BASED ON HYDRAULIC EXISTING FIRE SPRINKLER SYSTEM IS BASED ON HYDRAULIC CALCULATIONS. ALTERATIONS SHOWN DO NOT CHANGE OCCUPANCY CLASSIFICATIONS OR REMOTE AREA. EXISTING SPRINKLER SHOP DRAWINGS AND HYDRAULIC CALCULATIONS ARE AVAILABLE. 2. PROVIDE SHOP DRAWINGS SHOWING EXISTING MAINS AND BRANCHES PROVIDE SHOP DRAWINGS SHOWING EXISTING MAINS AND BRANCHES IN THE AREAS TO BE ALTERED. SHOW EXISTING/DEMOLITION PLAN AND NEW PLAN. 3. COMPLY WITH UFC 3-600-1 CHANGE 5, 24 SEPTEMBER 2020 AND COMPLY WITH UFC 3-600-1 CHANGE 5, 24 SEPTEMBER 2020 AND FM BULLETIN 3-26 AND 4-12.
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Sheet Number
Sheet Title
Project Title
M o n tg o m er y
D o th an W W W .S S L A R C H .C O M
(M
D
Job Number
Date
Drawn By
Checked By
A R
C H
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C T
U R
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I N
T E
R
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IG
N
F R
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A
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F U
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C E
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D
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A
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18073/FAKZ182351
ASR
TLH
1 April 2021
MECHANICAL
GENERAL NOTES,
ABBREV. &
LEGENDS
M0.1
AutoCAD SHX Text
RS
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REFRIGERANT SUCTION
AutoCAD SHX Text
REFRIGERANT LIQUID
AutoCAD SHX Text
RL
AutoCAD SHX Text
DUAL TEMPERATURE RETURN
AutoCAD SHX Text
DTR
AutoCAD SHX Text
DUAL TEMPERATURE SUPPLY
AutoCAD SHX Text
DTS
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AIR COOLED CONDENSING UNIT
AutoCAD SHX Text
ACU
AutoCAD SHX Text
MS
AutoCAD SHX Text
TB
AutoCAD SHX Text
TERMINAL BOX
AutoCAD SHX Text
FG
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FLOOR GRILLE
AutoCAD SHX Text T
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OR
AutoCAD SHX Text D
AutoCAD SHX Text
MU
AutoCAD SHX Text H
AutoCAD SHX Text
%%UHVAC LEGEND
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LOW TEMPERATURE CHILLED WATER SUPPLY
AutoCAD SHX Text
AHU
AutoCAD SHX Text
APD
AutoCAD SHX Text
AS
AutoCAD SHX Text
BVP
AutoCAD SHX Text
AD
AutoCAD SHX Text
%%UABBREVIATIONS
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AIR HANDLING UNIT
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ACCESS DOOR
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AIR SEPARATOR
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BACKFLOW PREVENTER
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CD
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CLG
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CR
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CONN
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CFM
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EACH
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CWS
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CWR
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EA
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EDB
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DB
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CEILING DIFFUSER
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CEILING
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CUBIC FEET PER MINUTE
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CONNECTION
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CHILLED WATER SUPPLY
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CHILLED WATER RETURN
AutoCAD SHX Text
DRY BULB
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ENTERING DRY BULB
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CONDENSATE RETURN
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AIR PRESSURE DROP, INCHES
AutoCAD SHX Text
EWB
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EAT
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ESP
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EWT
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ER
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FD
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FLA
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FV
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FPM
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FT
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ENTERING WET BULB
AutoCAD SHX Text
FIRE DAMPER
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FULL LOAD AMPERES
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FEET (OR FOOT)
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FEET PER MINUTE
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FACE VELOCITY
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EXHAUST REGISTER
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GAUGE
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GA
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GALV
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HC
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GPM
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HP
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HR
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HWR
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LAT
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HWS
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GALVANIZED
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GALLONS PER MINUTE
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HORSEPOWER
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HOT WATER SUPPLY
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HOT WATER RETURN
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HUMIDIFIER
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HEATING COIL
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HEAT RECOVERY
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ENTERING AIR TEMPERATURE
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EXTERNAL STATIC PRESSURE
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ENTERING WATER TEMPERATURE
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LEAVING AIR TEMPERATURE
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LDB
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LPS
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LWT
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LWB
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LTS
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PUMP
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MU
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MBH
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OA
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MVD
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LEAVING DRY BULB
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LEAVING WET BULB
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1000 BTU PER HOUR
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MAKE-UP (WATER)
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MANUAL VOLUME DAMPER
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OUTSIDE AIR
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LOW PRESSURE STEAM
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RAR
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RLA
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SS
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SWD
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SP
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WB
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TSP
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WPD
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RETURN AIR REGISTER
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RATED LOAD AMPS
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STATIC PRESSURE
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STAINLESS STEEL
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SIDE WALL DIFFUSER
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TOTAL STATIC PRESSURE
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WET BULB
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LEAVING WATER TEMPERATURE
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WATER PRESSURE DROP, FEET
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RETROFIT VAV AIR FAN/DAMPER
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AIR HANDLER
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AFS
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AH
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PA
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PIPE ANCHORS
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RETURN AIR GRILLE
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RAG
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VARIABLE AIR VOLUME BOX
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VAV
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AutoCAD SHX Text T
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NLL
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MT
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UNDERCUT DOOR, 3/4"
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UC
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OPEN ENDED DUCT
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OED
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UNDERGROUND
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EXHAUST FAN
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EF
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EXHAUST GRILLE
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EG
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ABOVE FINISHED FLOOR
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AFF
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HEAT RECOVERY RETURN
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HRR
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HEAT RECOVERY SUPPLY
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HRS
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DP
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MARK
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CFM
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OS
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VFD
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VARIABLE FREQUENCY DRIVE
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SD
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SD
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RL
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RS
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DETAIL, SECTION, AND TITLE DESIGNATION
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SECTION TITLE OR STANDARD DETAIL NUMBER
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SHEET ON WHICH SECTION OR DETAIL IS DRAWN
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SECTION OR DETAIL NUMBER
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SHEET ON WHICH SECTION OR DETAIL IS DRAWN
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SHEET(S) ON WHICH SECTION OR DETAIL IS REFERENCED
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SECTION OR ELEVATION NUMBER
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DETAIL NUMBER
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SHEET ON WHICH SECTION IS DRAWN
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SHEET ON WHICH DETAIL IS DRAWN
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SQUARE OR RECTANGULAR NECK DIFFUSER, REGISTER, OR GRILLE
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AUTOMATIC AIR VENT WITH COCK
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HORIZONTAL INSTALLED FIRE DAMPER WITH ACCESS
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VERTICAL INSTALLED FIRE DAMPER WITH ACCESS
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COMBINATION FIRE AND SMOKE DAMPER
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SMOKE DAMPER
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ACCESS DOOR
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ROUND NECK DIFFUSER
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DUCT STATIC PRESSURE SENSOR
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ROOM OCCUPANCY SENSOR
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MOTION SENSOR
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BUTTERFLY VALVE
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CIRCUIT SETTER
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THREE-WAY CONTROL VALVE
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TWO-WAY CONTROL VALVE
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PRESSURE GAUGE
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THERMOMETER
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BALL VALVE
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MAKE-UP WATER
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STRAINER WITH BLOWDOWN
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CHECK VALVE
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REFRIGERANT LIQUID
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REFRIGERANT SUCTION
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DRAIN
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CONNECTION OF NEW TO EXISTING
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LIMIT OF DEMOLITION
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MARK-TIME SWITCH
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NIGHT LOW LIMIT THERMOSTAT
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HUMIDISTAT WITH LOCATION DESIGNATION MOUNT 54" AFF UNLESS NOTED OTHERWISE
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THERMOSTAT WITH UNIT DESIGNATION MOUNT 54" AFF UNLESS NOTED OTHERWISE
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HUMIDISTAT, MOUNT 54" AFF UNLESS NOTED OTHERWISE
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THERMOSTAT MOUNT 54" AFF UNLESS NOTED OTHERWISE
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FLAT OVAL DUCT
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DIAMETER
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RISE IN DUCT
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DROP IN DUCT
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ROUND BRANCH DUCT WITH VOLUME DAMPER
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DUCTWORK TO REMAIN
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DUCTWORK TO BE REMOVED
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SPLITTER/DAMPER
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ELBOW WITH TURNING VANES
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NEGATIVE PRESSURE DUCT OR DEVICE
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POSITIVE PRESSURE DUCT OR DEVICE
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EQUIPMENT DESIGNATION
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MARK
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VSD
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VARIABLE SPEED DRIVE
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MARK
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CFM
AutoCAD SHX Text N:\2019jobs\219016\Drawings\MECH\F-35 REPAIR FUEL CELL BUILDING 1203, DANNELLY FIELD\Sheets\M0.1 MECHANICAL GENERAL NOTES, ABBREV. & LEGENDS.dwg
AutoCAD SHX Text Andrew Robinson
AutoCAD SHX Text
4/1/2021 2:53 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
AutoCAD SHX Text
CONSULTING ENGINEERS
MECHANICAL GENERAL NOTES: 1. THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER THE MECHANICAL CONTRACTOR IS TO COORDINATE WITH THE GENERAL CONTRACTOR AND OTHER TRADES FOR REQUIRED OPENINGS IN WALLS, FOUNDATIONS, FLOORS AND ROOFS. 2. ALL EXTERIOR GRADE MOUNTED MECHANICAL EQUIPMENT TO BE INSTALLED ON 4” NOMINAL ALL EXTERIOR GRADE MOUNTED MECHANICAL EQUIPMENT TO BE INSTALLED ON 4” NOMINAL NOMINAL CONCRETE HOUSEKEEPING PAD, 4” LARGER THAN EQUIPMENT EACH WAY. LARGER THAN EQUIPMENT EACH WAY. 3. OUTSIDE AIR INLETS TO BE LOCATED IN MINIMUM 10 FEET FROM ANY EXHAUST AIR OUTLET, OUTSIDE AIR INLETS TO BE LOCATED IN MINIMUM 10 FEET FROM ANY EXHAUST AIR OUTLET, PLUMBING VENT STACK AND BOTTOM 10-FEET ABOVE GRADE. 4. THE MECHANICAL CONTRACTOR IS TO VERIFY MECHANICAL EQUIPMENT LOCATIONS AND BE THE MECHANICAL CONTRACTOR IS TO VERIFY MECHANICAL EQUIPMENT LOCATIONS AND BE RESPONSIBLE FOR ALL RELATED CLEARANCES IN THE FIELD. PROVIDE ADEQUATE MAINTENANCE CLEARANCE AROUND EACH PIECE OF EQUIPMENT PER THE MANUFACTURERS RECOMMENDATIONS. PROVIDE CLEARANCE IN FRONT OF ELECTRICAL PANELS AND OTHER ELECTRICAL EQUIPMENT PER THE NATIONAL ELECTRICAL CODE REQUIREMENTS. COORDINATE WITH THE ELECTRICAL AND GENERAL CONTRACTORS IN THE FIELD. CONTRACTOR SHALL VERIFY THAT EQUIPMENT FITS IN SPACE PRIOR TO ORDERING EQUIPMENT. 5. PROVIDE WATER PROOF SEALING OF PIPE PENETRATIONS OF EXTERIOR WALLS. PROVIDE FIRE PROVIDE WATER PROOF SEALING OF PIPE PENETRATIONS OF EXTERIOR WALLS. PROVIDE FIRE PROOF SEALING OF PENETRATIONS THROUGH HANGER WALL. 6. SUPPLY AIR DUCTWORK INSIDE HANGER TO BE 2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS SUPPLY AIR DUCTWORK INSIDE HANGER TO BE 2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS SMACNA STATIC PRESSURE CLASS, SEAL CLASS A”, DOUBLE WALL GALVANIZED STEEL SPIRAL WITH 1” INSULATION. SUPPLY DUCT AT MEZZANINE , DOUBLE WALL GALVANIZED STEEL SPIRAL WITH 1” INSULATION. SUPPLY DUCT AT MEZZANINE INSULATION. SUPPLY DUCT AT MEZZANINE TO BE RECTANGULAR BE 2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”, WITH 1-1/2” SMACNA STATIC PRESSURE CLASS, SEAL CLASS “A”, WITH 1-1/2” A”, WITH 1-1/2” , WITH 1-1/2” THICK DUCT WRAP. ALL JOINTS AND SEALS TO HAVE FIELD APPLIED MASTIC. SPIRAL DUCT AND DUCT TRANSITION IN THE HANGER TO HAVE PAINT GRIP TO ALLOW FIELD PAINTING. 7. RETURN AIR DUCTWORK TO BE SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “A” WITH RETURN AIR DUCTWORK TO BE SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “A” WITH W.G. SEAL CLASS “A” WITH A” WITH WITH 1-1/2” EXTERIOR DUCT WRAP. WHERE DUCTWORK DROPS AND CONNECTS TO AHU, PROVIDE EXTERIOR DUCT WRAP. WHERE DUCTWORK DROPS AND CONNECTS TO AHU, PROVIDE 1-1/2” RIGID EXTERIOR INSULATION. RIGID EXTERIOR INSULATION. 8. OUTSIDE AIR INTAKE DUCTWORK TO BE SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS OUTSIDE AIR INTAKE DUCTWORK TO BE SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS W.G. SEAL CLASS A”. AHU-3 MIXED AIR PLENUM TO BE SHOP FABRICATED AND FIELD INSTALLED, COMPLY WITH . AHU-3 MIXED AIR PLENUM TO BE SHOP FABRICATED AND FIELD INSTALLED, COMPLY WITH SMACNA DUCT GUIDE FOR 2” PRESSURE CLASS CASINGS AND PLENUMS, PROVIDE 1-1/2” RIGID PRESSURE CLASS CASINGS AND PLENUMS, PROVIDE 1-1/2” RIGID RIGID EXTERIOR INSULATION. 9. EXHAUST AIR DUCTWORK SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “B”. EXHAUST AIR DUCTWORK SMACNA STATIC PRESSURE CLASS 1” W.G. SEAL CLASS “B”. W.G. SEAL CLASS “B”. B”. . 10. WORK SHALL COMPLY WITH THE FOLLOWING DOCUMENTS: WORK SHALL COMPLY WITH THE FOLLOWING DOCUMENTS: - UFC 3-401-01, JULY 2013, CHANGE 1 UFC 3-401-01, JULY 2013, CHANGE 1 - UFC 4-410-01, 1 JULY 2019, CHANGE 2 UFC 4-410-01, 1 JULY 2019, CHANGE 2 - UFC 211-01 13 APRIL 2017, CHANGE 2 MAY 18, 2020 UFC 211-01 13 APRIL 2017, CHANGE 2 MAY 18, 2020 11. THE WORK SHALL COMPLY WITH THE FOLLOWING DOCUMENTS AS REFERENCED AND AMENDED THE WORK SHALL COMPLY WITH THE FOLLOWING DOCUMENTS AS REFERENCED AND AMENDED BY THE APPROPRIATE UFC - 2015 INTERNATIONAL BUILDING CODE 2015 INTERNATIONAL BUILDING CODE - 2015 INTERNATIONAL MECHANICAL CODE 2015 INTERNATIONAL MECHANICAL CODE - 2015 INTERNATIONAL FUEL GAS CODE 2015 INTERNATIONAL FUEL GAS CODE - NATIONAL FIRE PROTECTION AGENCY (NFPA) NATIONAL FIRE PROTECTION AGENCY (NFPA) - AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE) AMERICAN SOCIETY OF HEATING AND REFRIGERATION ENGINEERS (ASHRAE) 12. SUPPLY AIR DIFFUSERS TO BE HIGH CAPACITY LONG THROW DRUM TYPE, WITH SPLIT SUPPLY AIR DIFFUSERS TO BE HIGH CAPACITY LONG THROW DRUM TYPE, WITH SPLIT DEFLECTOR VANE, ALL ALUMINUM CONSTRUCTION, OPPOSED BLADE DAMPER, AIR SCOOP, ALUMINUM FINISH. 13. WALL RETURN TO BE ALL ALUMINUM 4” FIXED BLADE LOUVER, NO BIRD OR BUG SCREEN, WALL RETURN TO BE ALL ALUMINUM 4” FIXED BLADE LOUVER, NO BIRD OR BUG SCREEN, FIXED BLADE LOUVER, NO BIRD OR BUG SCREEN, FACTORY APPLIED FINISH SELECTED BY CONTRACTING OFFICER. 14. OUTSIDE AIR INTAKE LOUVER TO BE ALL ALUMINUM 4” DRAINABLE BLADE LOUVER -SEE OUTSIDE AIR INTAKE LOUVER TO BE ALL ALUMINUM 4” DRAINABLE BLADE LOUVER -SEE DRAINABLE BLADE LOUVER -SEE SPECIFICATIONS. ANODIZED APPLIED FINISH SELECTED BY CONTRACTING OFFICER. 15. ALL EXPOSED EXTERIOR INSULATED PIPING SHALL BE PROVIDED WITH A ALUMINUM JACKET. ALL EXPOSED EXTERIOR INSULATED PIPING SHALL BE PROVIDED WITH A ALUMINUM JACKET. 16. INSTALL DUCT ACCESS DOOR AT PLENUM TO RETURN AIR AND OUTSIDE AIR LOUVER, AT EACH INSTALL DUCT ACCESS DOOR AT PLENUM TO RETURN AIR AND OUTSIDE AIR LOUVER, AT EACH FIRE DAMPER, AT EACH DUCT MOUNTED CONTROL DAMPER, AT THE DUCT MOUNTED BIPOLAR IONIZATION TUBES, AND AT OUTSIDE AIR FLOW MEASURING STATION.
Sheet Title
Project Title
M o n tg o m er y
D o th an W W W .S S L A R C H .C O M
(M
D
Job Number
Date
Drawn By
Checked By
A R
C H
IT
E
C T
U R
E
I N
T E
R
IO
R D
E S
IG
N
F R
E P
A
IR
F U
E L
C E
L L
B U
IL
D
IN
G
T
H F
IG
H
T E
R W
IN
G
M O
N T
G O
M E
R Y
A
L
18073/FAKZ182351
ASR
TLH
1 April 2021
MECHANICAL
DETAILS
M0.2
AutoCAD SHX Text M0.2
AutoCAD SHX Text B
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NOT TO SCALE
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CONDENSATION DRAIN DETAIL (DRAW-THRU)
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UNION
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CLEANOUT PLUG
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HUB DRAIN WITH FIXED AIR GAP
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OPEN
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TOTAL FAN STATIC PRESSURE + 1
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AutoCAD SHX Text C
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NOT TO SCALE
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TYPICAL FIRE DAMPER DETAIL
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DUCT ACCESS DOOR
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SLEEVE
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RETAINING ANGLE
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WALL CONSTRUCTION
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DAMPER CURTAIN
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'S' SLIP AND DRIVE CONNECTION
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SECURE RETAINING ANGLE TO DAMPER FRAME ONLY
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WALL CONSTRUCTION
AutoCAD SHX Text M0.2
AutoCAD SHX Text A
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NOT TO SCALE
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REMOTE CONTROL PANEL DETAIL
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ZA
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ZA
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AutoCAD SHX Text L-9
AutoCAD SHX Text L-7
AutoCAD SHX Text L-8
AutoCAD SHX Text L-1
AutoCAD SHX Text L-2
AutoCAD SHX Text L-3
AutoCAD SHX Text L-4
AutoCAD SHX Text L-5
AutoCAD SHX Text L-6
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SPACE TEMPERATURE AND HUMIDITY SENSOR
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PILOT LIGHT
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ILLUMINATED PUSH BUTTON
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LAMINATED ENGRAVED PANEL
AutoCAD SHX Text L-1 HEAT HEAT L-2 OFF OFF L-3 EXHAUST EXHAUST L-4 COOL COOL L-5 TEST TEST L-6 OVERIDE OVERIDE L-7 EMERGENCY OFF EMERGENCY OFF L-8 HANGER DOOR OPEN HANGER DOOR OPEN L-9 HANGER HEAT/EXHAUST/AIR CONDITION PANEL HANGER HEAT/EXHAUST/AIR CONDITION PANEL L-10 PILOT LIGHT TEST BUTTONPILOT LIGHT TEST BUTTON
AutoCAD SHX Text L-10
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AHU EQUIP. RAIL
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AutoCAD SHX Text D
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NOT TO SCALE
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MASS FLOW METER INSTALLATION
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CONNECT FACTORY WIRES TO FIELD WIRES IN APPROPRIATE JUNCTION BOX
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PROVIDE SUFFICIENT CABLE LENGTH TO PERMIT PROBE REMOVAL
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1/2" FNPT CONDUIT CONNECTION
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COMPRESSION FITTING
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1" FULL PORT BALL VALVE
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1" CLOSE NIPPLE
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WELD ON BRANCH FITTING
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NOTE: INSTALL AT 45° DEGREE ANGLE IFREQUIRED DUE TO STRUCTURE HEIGHT.
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LED DISPLAY INSTALLED ADJACENT TO AIR COMPRESSORS
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AutoCAD SHX Text E
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NOT TO SCALE
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REFRIGERANT PIPING SCHEMATIC DIAGRAM
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PITCH DOWN
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FACTORY SERVICE VALVE
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ALUMINUM JACKET
AutoCAD SHX Text HOT DIPPED GALVANIZED STRUT ANCHORED TO PAD. HOT DIPPED GALVANIZED CUSH-A-CLAMP ANCHOR.
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SUCTION LINE TRAP IF RECCOMENDED BE MAUFACTURER
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FILED SERVICE VALVE
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VERTICAL RISER OUTSIDE OF BUILDING, CONCEAL IN FORMED ALUMINUM COVER
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SOLENOID VALVE
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SIGHT GLASS
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THERMAL EXPANSION VALVE
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NOTE: CIRCUIT 1 SHOWN, CIRCUIT 2 IDENTICAL
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7/8" HOT GAS
AutoCAD SHX Text N:\2019jobs\219016\Drawings\MECH\F-35 REPAIR FUEL CELL BUILDING 1203, DANNELLY FIELD\Sheets\M0.2 MECHANICAL DETAILS.dwg
AutoCAD SHX Text Andrew Robinson
AutoCAD SHX Text
4/1/2021 2:54 PM
AutoCAD SHX Text
PRATTVILLE, AL 334/358-2707
CONSULTING ENGINEERS
Sheet Title
Project Title
M o n tg o m er y
D o th an W W W .S S L A R C H .C O M
(M
D
Job Number
Date
Drawn By
Checked By
A R
C H
IT
E
C T
U R
E
I N
T E
R
IO
R D
E S
IG
N
F R
E P
A
IR
F U
E L
C E
L L
B U
IL
D
IN
G
T
H F
IG
H
T E
R W
IN
G
M O
N T
G O
M E
R Y
A
L
18073/FAKZ182351
ASR
TLH
1 April 2021
FIRST FLOOR
PLAN -
MECHANICAL
M2.1
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EWC
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TRAINING ROOM
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FUEL TOOLS AND
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EQUIPMENT
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TANK MAINTENANCE
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OFFICE 1
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VEST.
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LIBRARY/OFFICE 4
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KITCHEN
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LAUNDRY
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CORRIDOR
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OFFICE 2
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FUEL CELL BAY
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CORROSION CONTROL BAY
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PAINT BOOTH
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STRIPPING ROOM
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AutoCAD…
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