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ENGINEERS & PLANNERS5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133CORPORATE CERTIFICATE OF AUTHORIZATIONNUMBER: 5057 www.avconinc.com
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INDEX OF DRAWINGSSheet NumberSheet Title
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AIRPORT INDUSTRIAL PARK UNIT ONE
PLAT BOOK 12 PAGE 40
INDUSTRIAL AVENUE ONE
(100' R/W)
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75'GRAPHIC SCALE IN FEET North0'300'150'SURVEY PROVIDED BY:BOARD OF COUNTY COMMISSIONERSST. LUCIE COUNTY, FLORIDAPUBLIC WORKS DEPT.,ENGINEERING DIVISION SURVEY SECTION2300 VIRGINIA AVE.,FORT PIERCE, FLORIDA, 34982TELEPHONE 462-1707 DESCRIPTIONAll that certain piece, parcel or tract of land situate,lying and being in Section 29, Township 34 south,Range 40 east of the Tallahassee Base Meridian, St.Lucie County, Florida. The bearings contained in thislegal description are based upon state plane grid northand the distances refer to ground distances. Saidlands being more fully described as follows:Commencing at the National Geodetic SurveySecondary Airport Control Station stamped "Lucieport1989"; Thence along a line to the "Lucieport AZ. Mark 6
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correct to the best of my knowledge and belief, an
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INSET DETAIL AT EDGE OF PAVEMENT
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#
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5
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CONSTRUCTION DOCUMENTS
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9
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0
.
5
SECTION C-C* TYPICAL TAXIWAY D / ROADWAY PAVEMENT SECTION
S
E
C
T
I
O
N
E
-
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*
T
Y
P
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C
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℄
SECTION D-D* TYPICAL TAXIWAY D / ROADWAY PAVEMENT S
E
C
T
I
O
N
EXIST ℄EXIST ℄
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H
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C
9
.
0
.
6
SECTION A-A - HANGAR APRONSEE SHEET C8.0.1N.T.S.
S
U
B
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R
A
D
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C
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A
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#
1
5
6
2
0
F
P
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M
R
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A
N
G
A
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CONSTRUCTION DOCUMENTS
J
A
M
E
S
A
.
K
R
I
S
S
,
P
.
E
.
F
l
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0
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8
NOTES:TEMPO
R
A
R
Y
T
A
X
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Y
/
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U
N
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ED
G
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-
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SECTION A-ABREAK-OUT RING
B
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#
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A
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CONSTRUCTION DOCUMENTS
J
A
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E
S
A
.
K
R
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,
P
.
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.
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9
CABLE PROTECTION CRITERIA:
1
W
A
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4
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NOTE:
I
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:
TYPICAL L-824 SECONDARY CABLE CONNECT
O
R
DETAIL
T
Y
P
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C
A
L
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8
2
3
C
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LIGHTING CONNECTION SCHEMATIC TYPICAL L-
8
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TYPICAL SERIES LIGHTING CIRCUIT
S
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TYPICAL L-824 (5 kV) CABLECONNECTOR DETAIL
A
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DESIGNATIONS UTILIZE MASTERFORMAT2012 FOR
ORGANIZATIONAL PURPOSES ONLY. THEY NETHER
CORRELATE TO NOR SIGNIFY THE EXISTENCE OF A
PARTICULAR SPECIFICATION SECTION.
KEYNOTE MARKERS
COMPACT FILL
(EARTH)
CAST-IN-PLACE
CONCRETE
MATERIAL LEGEND
INSULATION
(LOOSE OR BATT)
ROUGH WOOD
FRAMING
MASONRY
(CMU)
WOOD
(BLOCKING)
PLYWOOD
(ROUGH)
RIGID
INSULATION
GROUT
STEEL
ALUMINUM
GWB
1.CONTRACTOR(S) SHALL BE RESPONSIBLE FOR PROVIDING ALL
MATERIALS AND WORKMANSHIP IN ACCORDANCE WITH ALL
APPLICABLE FEDERAL, STATE, AND LOCAL CODES, ORDINANCES, AND
REGULATIONS. ALL CONTRACTORS ARE REQUIRED TO OBTAIN ALL OF
THEIR RESPECTIVE PERMITS (GENERAL, MECHANICAL, PLUMBING, FIRE
PROTECTION, ELECTRICAL), FINAL INSPECTIONS, CERTIFICATE OF
OCCUPANCY, CERTIFICATIONS AND CLOSE-OUT OF PERMITS.
2.CONTRACTOR(S) ARE RESPONSIBLE FOR CHECKING ALL
CONTRACT DOCUMENTS, FIELD CONDITIONS, AND DIMENSIONS FOR
ACCURACY AND CONFIRMING THAT WORK IS BUILDABLE AS SHOWN
BEFORE PROCEEDING WITH THE CONSTRUCTION. IF THERE ARE ANY
QUESTIONS, THE CONTRACTOR IS RESPONSIBLE FOR OBTAINING A
CLARIFICATION FROM THE ENGINEER BEFORE PROCEEDING WITH THE
WORK IN QUESTION OR RELATED WORK.
3.CONTRACTOR(S) SHALL NOT SCALE DRAWINGS, WRITTEN
DIMENSIONS SHALL ALWAYS GOVERN. SCALES SHOWN ARE FOR
REFERENCE ONLY, AND CONTRACTOR SHALL FIELD VERIFY ALL
SCALES AND DIMENSIONS. CONTRACTOR(S) REQUIRING DIMENSIONS
NOT NOTED, SHALL CONTACT THE ARCHITECT/ENGINEER FOR SUCH
INFORMATION PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.
PLEASE NOTE THAT REPRODUCTIONS AND REDUCTIONS OF ORIGINAL
ELECTRONIC FILES DO NOT YIELD ACCURATE SCALED DOCUMENTS.
4.LARGE SCALE DRAWINGS TAKE PRECEDENCE OVER SMALL
SCALE, DETAILS TAKE PRECEDENCE OVER ALL. CONTRACTOR(S)
SHALL NOTIFY ENGINEER OF CONFLICTS IN WRITING, PRIOR TO
PROCEEDING WITH THE WORK IN QUESTION.
5.AT COMPLETION OF THE WORK, CONTRACTOR(S) SHALL REMOVE
ALL MARKS, STAINS, FINGERPRINTS, DUST, DIRT, SPLATTERED PAINT,
AND BLEMISHES RESULTING FROM THE VARIOUS OPERATIONS
THROUGHOUT THE PROJECT.
6.DETAILS ARE USUALLY KEYED ONLY ONCE (ON THE PLANS OR
ELEVATIONS WHEN THEY FIRST OCCUR) AND ARE TYPICAL FOR
SIMILAR CONDITIONS THROUGHOUT UNLESS NOTED OTHERWISE.
7."TYPICAL" OR "TYP." MEANS FOR ALL SIMILAR CONDITIONS,
UNLESS NOTED OTHERWISE.
8.NOT ALL SYMBOLS ARE NECESSARILY USED ON THIS PROJECT.
9.ALL DIMENSIONS GIVEN AS CLEAR ARE NOT ADJUSTABLE
WITHOUT ARCHITECT / ENGINEERS APPROVAL.
10.ANY REFERENCE TO DISCARDING OR DISPOSAL OF MATERIALS OR
EQUIPMENT SHALL BE CONSTRUED TO MEAN "OFF SITE" DISPOSAL.
CONTRACTOR(S) SHALL BE RESPONSIBLE FOR DISPOSING IN
ACCORDANCE WITH ALL APPLICABLE FEDERAL, STATE AND LOCAL
CODES, ORDINANCES AND REGULATIONS, AND FOR PAYING ALL FEES
ASSOCIATED WITH SAME. THE CONTRACTOR SHALL KEEP RECORDS
OF THE MATERIAL DISPOSED OFFSITE INCLUDING TIPPING SCALE
RECEIPTS, AND SHALL FURNISH THE REPORTS WEEKLY TO THE
OWNER.
11.CONTRACTOR SHALL BE RESPONSIBLE FOR ALL CONSTRUCTION
MEANS & METHODS AND SAFETY OF PROJECT SITE.
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
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www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A0.0.1
MLM
DLM
MAM
MARCH 2019
GENERAL NOTES,
INDEX, KEYNOTES
LEGEND AND
ABBREVIATIONS
MAM
D1 D2 D3 D4
C1 C2 C3 C4
B1 B2 B3 B4
A1 A2 A3 A4
NOTES
EACH SHEET IS DIVIDED INTO AN ALPHA-NUMERIC GRID
COORDINATE SYSTEM WHICH IS USED TO ORGANIZE THE
DRAWING DETAILS. DRAWING TITLES ARE NUMBERED
ACCORDING TO ITS LOCATION ON THE GRID, THE LOWER
LEFT HAND CORNER IS USED TO IDENTIFY THE GRID
SPACE AND CORRESPONDING DETAIL (SEE DIAGRAM)
DETAIL NUMBERING LEGEND
CALLOUT REFERENCE
SYMBOL LEGEND
DETAIL NUMBER
CALLOUT INDICATOR
SHEET NUMBER
COLUMN LINE DOCUMENT REVISION
MARKER "DELTA" OR
CHANGE NUMBER
#
ROOM MARKER
ROOM NUMBER
ROOM NAME####
ROOM
DOOR MARKER
DOOR NUMBER101
SPECIAL CHARACTERISTICS
PARTITION TYPE
WALL TYPE
FIRE RATING IN HOURS
INDICATOR
#
#
#
ELEVATION / SECTION REFERENCE
DETAIL NUMBER
CALLOUT INDICATOR
SHEET NUMBER
INTERIOR ELEVATION REFERENCE
DETAIL NUMBER
CALLOUT INDICATOR
SHEET NUMBER
PHOTO / 3D VIEW REFERENCE
DETAIL NUMBER
CALLOUT INDICATOR
SHEET NUMBER AWD3333
X1
MASTER KEYNOTE LEGEND
KEY TEXT
13 34 19.1501 TYP. EXTERIOR HANGAR WALL PRE-ENGINEERED METAL
VERTICAL WALL PANELS, 24 GAGE WITH KYNAR PAINT. COLOR
WHITE, TO BE SELECTED BY ARCHITECT FROM MANUFACTURES
COLORS. WALL PANELS MUST MEET DESIGN LOAD
REQUIREMENTS AND FLORIDA PRODUCT APPROVAL AND OR NOA.
13 34 19.1502 TYP. EXTERIOR WALL PRE-ENGINEERED METAL VERTICAL WALL
ACCENT PANELS, 24 GAGE WITH KYNAR PAINT. COLOR BLUE, TO
BE SELECTED BY ARCHITECT FROM MANUFACTURES COLORS.
WALL PANELS MUST MEET BUILDING DESIGN LOAD
REQUIREMENTS AND FLORIDA PRODUCT APPROVAL AND OR NOA.
13 34 19.2000 TYP. VERTICAL PRE-ENGINEERED STRUCTURAL STEEL FRAMING.
13 34 19.2001 TYP. HORIZONTAL PRE-ENGINEERED STRUCTURAL STEEL HEAD
FRAMING.
13 34 19.2002 TYP. DIAGONAL PRE-ENGINEERED STRUCTURAL STEEL BRACE.
13 34 19.2400 TYP. PRE-ENGINEERED METAL STANDING SEAM ROOF PANEL, 24
GAGE WITH KYNAR FINISH PAINT. COLOR WHITE, TO BE SELECTED
BY ARCHITECT FROM MANUFACTURES COLORS. ROOF PANELS
MUST MEET BUILDING DESIGN LOAD REQUIREMENTS AND
FLORIDA PRODUCT APPROVAL AND OR NOA.
13 34 19.2401 TYP. PRE-ENGINEERED METAL STANDING SEAM STAINLESS STEEL
CLIP SYSTEM AND FASTENER, SEE STRUCTURAL DRAWINGS FOR
ROOF LOAD DIAGRAM.
13 34 19.2403 TYP. PRE-ENGINEERED METAL GUTTER SYSTEM WITH KYNAR
FINISH PAINT.
13 34 19.2404 TYP. PRE-ENGINEERED METAL RAIN LEADER SYSTEM WITH KYNAR
FINISH PAINT.
13 34 19.2405 TYP. PRE-ENGINEERED METAL GABLE END CLOSURE PANEL
SYSTEM WITH KYNAR FINISH PAINT.
13 34 19.2406 TYP. PRE-ENGINEERED METAL HEAD FLASHING PAINT KYNAR.
13 34 19.2407 TYP. PRE-ENGINEERED METAL TRIM FLASHING PAINT KYNAR.
13 34 19.2408 TYP. PRE-ENGINEERED METAL NON-PERFORATED METAL PANEL
SOFFIT. KYNAR PAINT COLOR BLUE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES COLORS.
13 34 19.2409 TYP. PRE-ENGINEERED CONTINUOUS METAL RIDGE.
13 34 19.2410 TYP. PRE-ENGINEERED CONTINUOUS METAL BUILDING
NEOPRENE FLASHING/CLOSURE CONTINUOUS.
13 34 19.2411 TYP. PRE-ENGINEERED METAL BUILDING SIDEWALL FLASHING.
13 34 19.2412 TYP. PRE-ENGINEERED METAL BUILDING METAL FLASHING.
13 34 19.2413 TYP. PRE-ENGINEERED METAL BUILDING INSIDE CLOSURE WITH
MASTIC TOP & BOTTOM.
13 34 19.2414 TYP. PRE-ENGINEERED METAL BUILDING EAVE GUTTER CLIP.
13 34 19.2415 TYP. PRE-ENGINEERED METAL BUILDING FASTENER SYSTEM.
13 34 19.2416 TYP. METAL HEAD AND JAMB FLASHING BY PRE-ENGINEERED
METAL BUILDING MANUFACTURER.
22 13 19.1300 TYP. SANITARY WASTE PIPING SPECIALTIES, SEE PLUMBING.
22 33 33.0000 TYP. COMMERCIAL ELECTRIC WATER HEATER, SEE PLUMBING.
22 42 13.1300 TYP. WATER CLOSET, SEE PLUMBING.
22 42 13.1600 TYP. URINAL, SEE PLUMBING.
22 42 16.0000 TYP. LAVATORIES AND SINKS, SEE PLUMBING.
22 42 16.1600 TYP. COMMERCIAL MOP SINK BASIN, SERVICE FAUCET, SEE
PLUMBING
22 42 23.0000 TYP. MODULAR SHOWER COMPARTMENT SYSTEM, SEE
PLUMBING.
22 45 00.0000 TYP. EMERGENCY PLUMBING FIXTURE, EYEWASH/SHOWER, SEE
PLUMBING.
22 45 00.0200 TYP. WASH FOUNTAIN, SEE PLUMBING.
22 47 13.0000 TYP. ADA ELECTRIC COOLED DRINKING FOUNTAIN, SEE
PLUMBING.
26 05 19.0000 TYP. WALL MOUNTED POWER CHORD REEL, SEE ELECTRICAL.
26 51 13.0000 TYP. INTERIOR LIGHT FIXTURE (LUMINAIRE), SEE ELECTRICAL
26 56 00.0000 TYP. EXTERIOR LIGHT FIXTURE (LUMINAIRE), SEE ELECTRICAL.
26 56 00.0200 TYP. LIGHTNING PROTECTION EQUIPMENT, SEE ELECTRICAL.
32 16 23.0001 TYP. CONCRETE SIDEWALK, SEE CIVIL.
MASTER KEYNOTE LEGEND
KEY TEXT
07 91 13.0001 1" COMPRESSIBLE SEAL MATERIAL IN SPACE BETWEEN ROOF AND
WALL.
07 92 00.0010 TYP. SEALANT AND BACKER ROD CONT FULL LENGTH OF
BUILDING PERIMETER WHERE VERTICAL EXTERIOR WALLS
ABUTTS HORIZONTAL CONCRETE SIDE WALKS, DRIVES & APRONS.
07 92 00.A02 TYP. BED OF SEALANT.
07 92 00.A03 TYP. SEALANT BED CONTINUOUS ALONG EDGE.
07 92 13.0000 TYP. SEALANT CONTINUOUS.
08 11 13.0000 TYP. GALVANIZED HOLLOW METAL DOOR WITH INSULATED CORE.
08 11 13.0001 TYP. ANCHOR 5/ PER JAMB.
08 11 13.5300 TYP. GALVANIZED HOLLOW METAL FRAME.
08 33 23.0000 TYP. OVERHEAD INSULATED SLAT COIL DOOR PAINTED TO MATCH
COLOR OF ADJACENT WALL PANELS.
08 33 23.0001 TYP. STEEL ANGLE COIL DOOR TRACK INSTALL FOR STRUCTURAL
LOADS & PRODUCT APPROVAL.
08 33 23.0002 TYP. PRIME & PAINTED GALVANIZED COIL DOOR HOOD.
08 43 13.0001 TYP. PRE-ENGINEERED 7 13/16 DEEP 1600 SYSTEM ALUMINUM
CURTAIN WALL SYSTEM.
08 43 13.0002 TYP. PRE-ENGINEERED 501 IR ALUMINUM OUT SWING
STOREFRONT DOOR, L.M.I.
08 71 00.1000 TYP. SURFACE MOUNTED WEATHER STRIPPING, SEE DOOR
HARDWARE SCHEDULE.
08 71 00.2000 TYP. ALUMINUM THRESHOLD, SEE DOOR HARDWARE SCHEDULE.
08 71 00.3000 TYP. AUTOMATIC DROP BOTTOM SEAL, SEE DOOR HARDWARE.
08 81 00.0001 TYP. EXTERIOR IMPACT RESISTANT INSULATED TINTED GLASS 1
5/16" VZE7-48 INSULATING LAMINATED GLASS HS/HS/HS 1/4" (6 MM)
AZURIA HS, VZE7-48, 1/2" (13.2 M) AIRSPACE, 1/4" (6 MM) CLEAR HS,
0.045 (1.14 MM) CLEAR PVB, 0.045 (1.14 MM) CLEAR PVB, 1/4" (6 MM)
CLEAR HS.
08 81 00.0002 TYP. EXTERIOR IMPACT RESISTANT INSULATED SPANDREL
GLASS, 1 5/16" INSULATING LAMINATED GLASS HS/HS/HS 1/4" (6
MM) SPANDREL GLASS CERAMIC COATING (COLOR TO BE
SELECTED BY ARCHITECT AND OR BLUE FROST V1089). 1/2" (13.2
M) AIRSPACE, 1/4" (6 MM) CLEAR HS, 0.045 (1.14 MM) CLEAR PVB,
0.045 (1.14 MM) CLEAR PVB, 1/4" (6 MM) CLEAR HS.
08 91 19.0000 TYP. WIND DRIVEN RAIN PROOF ALUMINUM LOUVER, GREENHECK
EVH-501D (MIAMI-DADE, FL NOA 15-0415.05).
08 91 19.0001 TYP. EXTENDED ALUMINUM "Z" FLASHING WITH WELDED TURN UP
ENDS, PAINTED COLOR TO MATCH ALUMINUM LOUVER.
08 91 19.0002 TYP. ALUMINUM INSECT SCREEN IN ALUMINUM FRAME. MILL
ALUMINUM.
08 91 19.0003 TYP. ALUMINUM MOUNTING ANGLE CONTINUOUS (PER NOA & FL
PRODUCT APPROVAL BASED ON SPECIFIED WIND LOADS) COLOR
TO MATCH LOUVER.
08 91 19.A TYP. FIXED EXTRUDED ALUM LOUVER
08 91 19.C TYP. BIRD/INSECT SCREENING
09 06 70.A00 SEE WALL TYPES FOR STRUCTURE AND FINISH TYPE.
09 20 00.A001 TYP. FINISH AS SCHEDULED.
09 22 16.CH04
09 22 16.CH06 TYP. 6" SHAFT WALL GALVANIZED METAL STUDS @ 16" O.C.
09 22 16.T000 TYP. GALV. MTL. STUD TRACK TO MATCH DEPTH AND GA. OF
STUD.
09 29 62.0058 TYP. 5/8" GYPSUM WALL BOARD.
09 29 62.X001 TYP. 1" THICK TYPE 'X' GYPSUM WALL BOARD.
09 29 62.X58A TYP. ONE LAYER OF 5/8" TYPE 'X' DENS ARMOR PLUS FIBERGUARD
GYPSUM WALL BOARD.
09 29 62.X58B TYP. TWO LAYERS OF 5/8" TYPE 'X' DENS ARMOR PLUS
FIREGUARD GYPSUM WALL BOARD.
09 30 00.0001 TYP. SCHLUTER STAINLESS STEEL TILE EDGE TRIM "JOLLY".
09 30 62.0001 TYP. 5/8" DUROCK TILE BACKER BOARD.
09 30 62.0002 TYP. 5/8" DENS ARMOR PLUS FIBER BOARD.
09 51 23.0000 TYP. MOISTURE RESISTANT 24" X 24" ACOUSTICAL LAY IN TILE
SUSPENSION CEILING SYSTEM.
09 51 23.0001 TYP. FUTURE TENANT FIT OUT LAY IN ACOUSTICAL CEILING, BY
OTHERS.
09 53 00.0001 TYP. CEILING SUSPENSION WIRE 9 GAUGE AT 48" O.C. EACH WAY
AND AT EACH CORNER OF LIGHT FIXTURES, ACCESS HATCHES,
SPEAKERS AND OTHER CEILING MOUNTED DEVICES.
09 65 13.1301 TYP. 4" VINYL COVE BASE, COLOR (BLACK).
09 65 25.0001 TYP. LARGE FORMAT 12' X 12" PORCELAIN TILE COLOR #1 FOR
WALLS AND COLOR #2 FOR FLOOR, COLOR TO BE SELECTED BY
ARCHITECT.
09 65 36.0000 TYP. STATIC DISSIPATIVE TILE SYSTEM.
09 67 23.0000 TYP. RESINOUS FLOORING AND BASE.
09 90 00.A010 TYP. PAINT, SEE PAINT SCHEDULE.
09 96 46.0000 TYP. 2 HOUR INTUMESCENT COATING ON STEEL
PRE-ENGINEERED COLUMNS.
10 06 20.1300 TYP. RESTROOM ACCESSORIES, SEE INTERIOR ELEVATIONS &
ACCESSORY LEGEND.
10 21 13.0000 TYP. RESTROOM TOILET COMPARTMENT & URINAL SCREENS
10 40 00.2333 TYP. HEAVY DUTY FLOOR MARKING TAPE.
10 44 16.0000 TYP. FIRE EXTINGUISHER.
10 51 13.0000 TYP. METAL LOCKERS, 2 TEIR SINGLE DOOR, 12" x 24" x 72",
FREESTYLE PERSONAL STORAGE LOCKER.
13 34 19.0200 TYP. PRE-ENGINEERED STRUCTURAL STEEL BEAM.
13 34 19.0600 TYP. PRE-ENGINEERED STRUCTURAL STEEL GIRT.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL STEEL COLUMN.
13 34 19.1202 TYP. PRE-ENGINEERED STRUCTURAL STEEL PLATE.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL STEEL PURLIN.
13 34 19.1406 TYP. PRE-ENGINEERED STRUCTURAL STEEL CHANNEL.
MASTER KEYNOTE LEGEND
KEY TEXT
02 24 00.A01 TYP. COMPACTED FILL, SEE SOILS REPORT FOR COMPACTION
RECOMMENDATIONS.
02 24 00.A02 TYP. FINISH GRADE, SEE CIVIL.
02 33 00.A01 TYP. CONCRETE PAVEMENT CROSS SECTION, SEE CIVIL.
02 36 00.A01 TYP. SPRAY TERMITICIDE TO FORM LETHAL BARRIER UNDER SLAB
AND FOUNDATIONS.
03 21 00.0038 TYP. HOOK SET IN EPOXY, SEE STRUCTURAL.
03 21 00.0058 TYP. CONT. REINFORCEMENT BAR, SEE STRUCTURAL.
03 21 00.5002 TYP. CONCRETE REINFORCEMENT BAR(S), SEE STRUCTURE.
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
03 30 00.0002 TYP. NON-SHRINK GROUT TO LEVEL PLATE.
03 30 00.A TYP. CONCRETE FOUNDATION, SEE STRUCTURAL.
03 30 00.A01 TYP. CONCRETE SLAB, SEE STRUCTURAL.
03 30 00.A02 TYP. CONCRETE ISOLATION MEMBRANE, SEE STRUCTURAL.
03 30 00.A03 TYP. SECOND CONCRETE SLAB POUR, SEE STRUCTURAL.
03 30 00.A04 TYP. MONOLITHIC CONCRETE FOUNDATION, SEE STRUCTURAL.
03 30 00.A05 TYP. 6" HIGH CONCRETE CURB.
03 35 00.0000 TYP. SEALED CONCRETE FLOOR FINISH.
03 35 00.0001 TYP. CONCRETE FLOOR FINISH APPLICATION, CURE- DENSIFIER-
HARDENER SEALER.
03 35 00.0002 TYP. CONCRETE JOINT FILLER
05 05 23.EC00 TYP. ANCHOR BOLT, SEE STRUCTURAL.
05 05 23.PA00 TYP. STEEL PLATE, SEE STRUCTURAL.
05 12 00.A112 TYP. GALVANIZED STEEL ANGLE 1 1/2" X 1 1/2" X 1/4" WITH 1/2"
DIAMETER X 4" NELSON STUDS AT 16" O.C. CONTINUOUS.
05 41 00.0000 TYP. GALVANIZED METAL STUD, SEE WALL TYPE FOR TYPE AND
SIZE.
05 41 00.4000 TYP. 18 GAUGE 4" GALV METAL STUDS @ 16" O.C.
05 41 00.4001 TYP. 4" METAL STUD BRACE TO EACH PURLIN, BRACE @ 4' -0" O.C.
05 41 00.6000 TYP. 18 GAUGE, 6" GALV METAL STUDS @ 16" O.C.
05 41 00.A001 TYP. DOUBLE STUDS AT ALL JAMBS.
05 42 00.1200 TYP. 16 GAUGE, 12" GALV METAL JOIST @ 16" O.C.
06 54 00.0024 TYP. 2" X 4" P.T. NAILERS BETWEEN METAL STUDS.
06 54 00.0026 TYP. 2" X 6" P.T. NAILERS BETWEEN METAL STUDS.
06 54 01.0034 TYP. 3/4" FIRE RETARDENT PLYWOOD PAINTED GREY. 8' HIGH.
06 64 00.0001 TYP. FRP .009" THICK (FIBER REINFORCED PLASTIC) PANELS
ADHERED TO BACKING; 5/8" DENS ARMOR PLUS FIREGUARD (TYPE
X), CLASS A FIRE RATING PER ASTM E-84 AND ALL TRIM
ACCESSORIES "FM #2B242AM".
07 14 16.0001 TYP. COLD FLUID APPLIED WATER PROOFING.
07 21 16.0001 TYP. WOOL BLANKET INSULATION FULL DEPTH OF METAL JOIST
AND/OR STUD CAVITY.
07 21 16.0013 TYP. R-13 FIBERGLASS BATT INSULATION.
07 21 16.0019 TYP. R-19 FIBERGLASS BATT INSULATION.
07 21 16.019A TYP. PRE-ENGINEERED ROOF BATT INSULATION, R-19 BANDING
SYSTEM- 1" STEEL BANDING STRIPS, 30" O.C. WITH 10"
INSULATION BETWEEN PURLING AND ROOF PANEL. PROVIDE
WHITE REINFORCED VINYL VAPOR BARRIER.
07 21 16.0030 TYP. PRE-ENGINEERED ROOF BATT INSULATION, R-30 BANDING
SYSTEM- 1" STEEL BANDING STRIPS, 30" O.C. WITH 5" INSULATION
BETWEEN PURLINGS. 10" INSULATION BETWEEN PURLING AND
ROOF PANEL. PROVIDE WHITE REINFORCED VINYL VAPOR
BARRIER.
07 21 16.190A (ALTERNATE) TYP. R-19 BATT INSULATION 6 1/4" THICK WITH
WHITE REINFORCED VAPOR BARRIER.
07 26 00.A01 TYP. ISOCYNE EXPANDED FOAM INSULATION AT WALL SILL,
OVERHANG/WALL INTERSECTION, AT ALL OPENINGS AT JAMB,
HEAD & SILL.
07 26 16.0001 TYP. 15 MILL "STEGO" VAPOR BARRIER WITH JOINTS TAPERED.
07 60 16.0019 TYP. 1" X 1/8" DOWNSPOUT ANCHOR STRAPS POP RIVETED TO
DOWNSPOUTS.
07 62 00.Z10 TYP. BRAKE ANODIZED ALUMINUM 'Z' FLASHING TO MATCH
WINDOW.
07 62 00.Z11 TYP. TURN UP END AND SOLDER ALL CONNECTIONS.
07 84 00.0001 TYP. FIRE STOPPING PENETRATIONS, SEE UL ASSEMBLY.
07 84 43.0011 TYP. CONT. JOINT FIRESTOPPING @ CEILING.
GENERAL NOTES
X1
00 00 00.0000
KEYNOTE MARKER
WINDOW /
LOUVER
MARKER
#
ACCESSORY MARKER
CODE
ELEVATION MARKER
FLOOR LEVEL0' - 0" A.F.F.
MATERIAL MARKER
NORTH ARROW
CODE
TR
U
E
NO
R
T
H
NORTH
1
2
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 1/18/2019 Addendum 3
3 2/19/2019 Change Order CO#1
4 2/19/2019 Permit Review Comments
4
3
3
3
3
3
4
4'
-
0
"
1'
-
0
"
PROVIDE VINYL
IDENTIFICATION
PROVIDE MTL.
MOUNTING HOOK
WALL MOUNT TYPE
STANDARD ABC 10LB
EXTINGUISHER
1
1
2
3
4
5
6
A D E F G H J LK
7
8
9
B
MRO HANGER
100
OFFICE
110
FPER
101
190' - 0 5/32"
18' - 3"18' - 3"18' - 3"17' - 9"37' - 9"20' - 0"18' - 8"
20
'
-
3
"
19
'
-
9
"
22
'
-
1
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
10
"
21' - 4"
18' - 1"IDF
116
MECH
115
MENS RM
112
ELECT
114
MENS
LOCKERS
105
STORAGE
108
JANITOR
107
WOMENS
LOCKERS
103
JANITOR
113
75' - 0"115' - 0"
1
DIA
G
O
N
A
L
D
I
S
T
A
N
C
E
238
'
-
0
"
÷
2
=
1
1
9
'
-
0
"
.
.
TRAVEL DISTANCE BETWEEN EXITS
202' - 6" > MIN. 75' - 0" OK
202' - 6" < 400' MAX. OK
.
TRAVEL DISTANCE BETWEEN EXITS
218' - 6" > MIN. 75' - 0" OK
218' - 6" < 400' MAX. OK
.
100B
100C
101B
101A
100D
103
100E
105
110C
100F
115
114
112
113
111
100A
108
28,175 SF
3,011 SF
WOMENS RM
111 DIA
G
O
N
A
L
D
I
S
T
A
N
C
E
70'-
0
"
÷
2
=
3
5
'
-
0
"
.TRAVEL DISTANCE BETWEEN EXITS
74' - 0" > MIN. 75' - 0" OK
74' - 0" < 300' MAX. OK
.
TRAVEL DISTANCE BETWEEN EXITS
231' - 0" > MIN. 75' - 0" OK
231' - 0" < 400' MAX. OK
10"
1' - 4"
40
'
-
0
"
15
0
'
-
0
"
1'
-
4
"
10"10 1/32"
10
"
1
1
1
1
1
1
1
1
1
10 44 16.0000
SMOKE GUARD SYSTEM,
SD FIXED DRAFT CURTAINS.
PROVIDE SHOP DRAWINGS
FOR HANGERS AND SUPPORTS,
REFER TO RCP PLAN FOR MORE INFO.
10 40 00.233310 40 00.2333
10 40 00.2333
10 40 00.2333
C
C
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
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ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
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668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A0.0.2
MLM
DLM
MAM
MARCH 2019
CODE ANALYSIS &
LIFESAFETY
MAM
10 40 00.2333 HEAVY DUTY
FLOOR MARKING TAPE
B-514 Toughstripe Floor Marking
Polyester
ToughStripe products are ideal for marking aisles,
passageways and storage locations, and pointing out
important safety equipment and egress paths.
• Exceeds safety standards for clean, dry non-slip
surfaces per ANSI A1264.2-2006 and OSHA 1910.22
• 2mm thickness and service temperature range
of 0°F – 129°F
• Resists harsh chemicals
1/16" = 1'-0"C4 LIFESAFTEY PLAN
TRUE NORTHNORTH
CODE ANALYSIS
10 44 16. FIRE EXTINGUISHER
MOUNTING
1
FOR FLORIDA PRODUCT APPROVALS SEE A6.0.6
2
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 2/19/2019 Change Order CO#1
3 2/19/2019 Permit Review Comments
3
A5.0.1A2
A5.0.1
A5.0.1 A1
D1
A1
A6.0.1
C1
A6.0.1
D1
A6.0.1
1
2
3
4
5
6
A D E F G H J LK
7
MRO HANGER
100
OFFICE
110
FPER
101
8
9
B
18' - 3"18' - 3"18' - 3"20' - 0"20' - 0"18' - 8"
20
'
-
3
"
19
'
-
9
"
22
'
-
1
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
10
"
40
'
-
0
"
21' - 4"18' - 1"
IDF
116
MECH
115
MENS RM
112
WOMENS RM
111
ELECT
114
O.H. COILING DOOR
16' - 0"
MENS
LOCKERS
105
STORAGE
108
JANITOR
107
WOMENS
LOCKERS
103
24
'
-
6
"
JANITOR
113
75' - 0"
A1.0.2
A1
A1.0.2
D1A1.0.2
D2
A5.0.1
C1
WOMENS
SHOWER
104
MENS
SHOWER
106
A1
A6.0.2
A3
A6.0.3
100E
101A
101B
103
104
108
105
106
100A
100B 100G
100F
100C
110C
100D 111
113
112
114
115
107
1' - 4"
A1.0.2
A3
10"
15
0
'
-
0
"
1'
-
4
"
10"10"170' - 0"
115' - 0"
10"
1'
-
1
"
4' - 0"
10
"
110B
110A
4' - 0"
1'
-
1
"
13 34 19.1201
116
13 34 19.1201
A2
A6.0.2
15
0
'
-
3
"
A3
A6.0.2
C1
A8.0.1 C1
A8.0.1
15' - 6" T.O. LOUVER
45' - 0" T.O. LOUVER
L11
L12
L13
L10
L6
L5
L4
L3
L14
ABOVE
ABOVE
L110' - 10" T.O. LOUVER
L8
A3
A6.0.4
2'
-
6
"
1'
-
6
"
1'
-
0
"
1' - 0"
2' - 0"1' - 6"3' - 0"1' - 6"
1' - 3"1' - 6"
4'
-
5
"
4' - 6"
3'
-
0
"
1'
-
6
"
1'
-
6
"
2' - 0"2'
-
0
"
03 30 00.0001
03 30 00.0001
03 30 00.0001
03 30 00.0001
03 30 00.0001
1'
-
6
"
2'
-
6
"
22 45 00.0200
22 47 13.0000
22 47 13.0000
03 30 00.0001
03 30 00.0001
03 30 00.0001
03 30 00.0001
03 30 00.0001
03 30 00.0001
1'
-
4
1
/
8
"
3
FLOOR TRENCH DRAIN,
REFER TO PLUMBING, CIVIL.
SLOPESLOPE
SL
O
P
E
SL
O
P
E
52' - 6"
1'
-
0
"
8"
4"
6' - 3"
10 40 00.233310 40 00.2333
10 40 00.2333
C
17' - 9"17' - 9"
190' - 0"
15
'
-
0
"
R.
O
.
3'
-
4
"
15
'
-
0
"
R.
O
.
3'
-
4
"
9'
-
6
"
R.
O
.
3'
-
4
"
7' - 6"
R.O.
3' - 4"
3' - 0"
R.O.
3' - 4"
2' - 0".
10
'
-
1
0
"
R.
O
.
3'
-
4
"
03 35 00.000103 35 00.0001
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A1.0.1
MLM
DLM
MAM
MARCH 2019
FLOOR PLAN
MAM
3/32" = 1'-0"A1 FLOOR PLAN
TRUE NORTHNORTH
Keynote Legend
Key Text
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
03 35 00.0001 TYP. CONCRETE FLOOR FINISH
APPLICATION, CURE- DENSIFIER-
HARDENER SEALER.
10 40 00.2333 TYP. HEAVY DUTY FLOOR MARKING TAPE.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL
STEEL COLUMN.
22 45 00.0000 TYP. EMERGENCY PLUMBING FIXTURE,
EYEWASH/SHOWER, SEE PLUMBING.
22 45 00.0200 TYP. WASH FOUNTAIN, SEE PLUMBING.
22 47 13.0000 TYP. ADA ELECTRIC COOLED DRINKING
FOUNTAIN, SEE PLUMBING.
26 05 19.0000 TYP. WALL MOUNTED POWER CHORD
REEL, SEE ELECTRICAL.
2
2
2
2
2
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 1/18/2019 Addendum 3
3 2/19/2019 Change Order CO#1
4 2/19/2019 Permit Review Comments4
3
1
3
2
G H J LK
7 7
8 8
9 9
A1.0.2
A3
OFFICE
110
IDF
116
MECH
115
ELECT
114
MENS RM
112
WOMENS RM
111
JANITOR
113
112
113
111
110C
EQEQ
V.I.F.
1' - 2" +/-
TYP.
18' - 3"18' - 3"18' - 3"18' - 1"
20
'
-
3
"
19
'
-
9
"
EQ
V.I.F.
1' - 2" +/-
EQ EQ EQ
V.I.F.
1' - 2" +/-
V.
I
.
F
.
2'
-
0
"
+
/
-
MIN.
1' - 0".V.
I
.
F
.
2'
-
0
"
+
/
-
V.
I
.
F
.
2'
-
0
"
+
/
-
V.
I
.
F
.
2'
-
0
"
+
/
-
V.I.F.
1' - 2" +/-
V.I.F.
2' - 0"+/-
V.
I
.
F
.
1'
-
2
"
+
/
-
EQ
EQ
1'
-
6
1
/
2
"
ST
O
R
E
F
R
O
N
T
37
'
-
9
"
1'
-
5
"
3'
-
0
"
1'
-
1
"
8
1
/
2
"
6"
20
'
-
3
"
40
'
-
0
"
10
"
19
'
-
9
"
10
"
1'
-
6
1
/
2
"
A5.0.4D1
40
'
-
0
"
10"1' - 4"
75' - 0"
1' - 1"13' - 1"
14' - 2"
3' - 0"6"
8 1/2"
STOREFRONT
60' - 3"
B
A
114
115
116
110A
110B
A7.0.4
C4
A8.0.2
D2
3
10A10A 10A 10A
10A
3
3A3B
10 10 10
10
10
A8.0.2
D3
A4
A7.0.4
E
7
MENS
LOCKERS
105
WOMENS
LOCKERS
103
JANITOR
107
STORAGE
108
WOMENS
SHOWER
104
MENS
SHOWER
106
A5.0.3 C1
A5.0.2 A3
A4
A1
A2
A5.0.2B3
B2
B1
B4
A5.0.2
C2
C3C1
C4
A5.0.2
D4
D1
D2
D3
A5.0.4
C1
108
105
106104
103
A5.0.4A2A5.0.4 A1
21
'
-
5
"
13' - 6"
4' - 1"9' - 5"
5'
-
2
"
22
'
-
3
"
27' - 0"
16' - 0"
1'
-
1
0
"
19
'
-
7
"
0'
-
1
0
"
13' - 6"
4' - 7"6' - 5"
1'
-
1
"
5'
-
8
"
9'
-
6
"
3'
-
6
"
1'
-
8
"
7' - 1"6' - 5"
0'
-
1
0
"
1'
-
5
"
107
SH
O
W
E
R
C
L
E
A
R
5'
-
2
1
/
4
"
SH
O
W
E
R
C
L
E
A
R
5'
-
2
1
/
4
"
CLEAR
0' - 6"WASH FOUNTAIN
7' - 6"
WATER FOUNTAIN
2' - 0"
2'
-
4
"
2'
-
6
"
5'
-
1
0
"
3'
-
0
"
6'
-
9
"
1'
-
0
"
2'
-
4
"
2'
-
6
"
3'
-
0
"
1'
-
0
"
5'
-
1
0
"
6'
-
9
"
1
1A
1'
-
0
"
1' - 0"1'
-
0
"
1' - 0"
7
7A 7A
1A
1A
1A
7A 7
1A
77
77
7A 7A
1
FRP WET
SIDE ONLY
1B
FRP WET
SIDE ONLY
1B
22 47 13.0000
10 51 13.000010 51 13.0000
22 45 00.0200
22 33 33.0000
22 42 23.0000 22 42 23.0000
6
A
7
B
FPER
101
101B
101A
A5.0.4C26'
-
4
"
8'
-
0
"
8'
-
6
"
1'
-
8
"
3'
-
0
"
3'
-
0
"
16
'
-
1
0
"
22
'
-
1
0
"
17' - 9"5' - 6"
24
'
-
6
"
4'
-
8
"
1'
-
8
"
V.I.F.
1' - 8"
EQ EQ
V.
I
.
F
.
1'
-
8
"
V.
I
.
F
.
1'
-
8
"
V.I.F.
3' - 8"
V.
I
.
F
.
2'
-
3
"
10
"
V.I.F.
1' - 8"
13 34 19.1201
2
2
2A
2A
2A
2A2A
G
7 7
8 8
9 9
A5.0.3C2
A5.0.3
A4
A2
A3A1
A5.0.3
B4
B3
B2
B1
WOMENS RM
111
JANITOR
113
MENS RM
112 112
113
111
1'
-
6
"
114
115
ELECT
114
MECH
115
IDF
116
10
'
-
0
"
12' - 9"
1' - 4"
7'
-
0
"
6'
-
4
"
6'
-
4
"
5' - 0"7' - 9"
EQ
EQ
15
'
-
0
"
25
'
-
0
"
18
'
-
2
"
4"
3'
-
0
"
2'
-
6
"
2'
-
6
"
3'
-
0
"
14
'
-
2
"
2'
-
6
"
6'
-
1
0
"
10
"
15
'
-
0
"
3'
-
0
"
6'
-
4
"
19
'
-
9
"
5'
-
1
0
"
9'
-
0
"
20
'
-
3
"
4'
-
9
"
13
'
-
5
"
A8.0.2
D1
4"
A5.0.4D1
12' - 8 1/2"
4'
-
5
"
EQ
4'
-
5
"
5'
-
4
"
EQ
6'
-
9
"
.
5"
.
5"
.
5"
.
40
'
-
0
"
10
"
10
"
3'
-
6
"
3'
-
0
"
4"
3' - 0"6"1 1/2"10"6"
1' - 1"13' - 1"
14' - 2"
116
110A
3B
3
3A
4
8
4
8
4A
6
6
5
5
6
4
9
9
9
9
22 33 33.0000
22 42 16.1600
C1
A8.0.1
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A1.0.2
MLM
DLM
MAM
MARCH 2019
ENLARGED
FLOOR PLANS
MAM
TRUE NORTHNORTH
3/16" = 1'-0"A1
ENLARGED - OFFICE
FLOOR PLAN
1/4" = 1'-0"D1
ENLARGED - HANGAR
LOCKER ROOM PLAN
TRUE NORTHNORTH 1/4" = 1'-0"D2
ENLARGED - HANGAR
FIRE PROTECTION
EQUIPMENT ROOM
TRUE NORTHNORTH
1/4" = 1'-0"A3
ENLARGED - OFFICE
RESTROOM / MECH TRUE NORTHNORTH
Keynote Legend
Key Text
10 51 13.0000 TYP. METAL LOCKERS, 2 TEIR SINGLE
DOOR, 12" x 24" x 72", FREESTYLE
PERSONAL STORAGE LOCKER.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL
STEEL COLUMN.
22 33 33.0000 TYP. COMMERCIAL ELECTRIC WATER
HEATER, SEE PLUMBING.
22 42 16.1600 TYP. COMMERCIAL MOP SINK BASIN,
SERVICE FAUCET, SEE PLUMBING
22 42 23.0000 TYP. MODULAR SHOWER COMPARTMENT
SYSTEM, SEE PLUMBING.
22 45 00.0200 TYP. WASH FOUNTAIN, SEE PLUMBING.
22 47 13.0000 TYP. ADA ELECTRIC COOLED DRINKING
FOUNTAIN, SEE PLUMBING.
1
NO.DATE DESCRIPTION
1 1/18/2019 Addendum 3
2 2/19/2019 Permit Review Comments
2
2
1
2
3
4
5
6
A D E F G H J LK
7
8
9
B
FPER
101
WOMENS
LOCKERS
103
MENS
LOCKERS
105
JANITOR
107
STORAGE
108
OFFICE
110
MRO HANGER
100
8' - 0"8' - 0"
EXP
EXP
EXP
EXP
OPEN
ABOVE
OPEN
ABOVE
IDF
116
MECH
115
ELECT
114
MENS RM
112
WOMENS RM
111
JANITOR
113
8' - 0"
8' - 0"
13 34 19.0200
13 34 19.1201
SMOKE GUARD SYSTEM,
SG FIXED DRAFT CURTAINS.
PROVIDE SHOP DRAWINGS
FOR HANGERS AND SUPPORTS.
13 34 19.0200
13 34 19.1201
13 34 19.120113 34 19.1201
09 51 23.000109 51 23.0001
09 51 23.000009 51 23.0000
09 51 23.0000
26 51 13.0000
C
188' - 4" +/-
73
'
-
6
"
+
/
-
73
'
-
6
"
+
/
-
B3
A3.0.1
B3
A3.0.1
8
5
.
2
4
°
6'
3
"
M
I
N
C
U
R
T
A
I
N
D
E
P
T
H
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A3.0.1
MLM
DLM
MAM
MARCH 2019
REFLECTED
CEILING PLAN
MAM
Keynote Legend
Key Text
09 51 23.0000 TYP. MOISTURE RESISTANT 24" X 24"
ACOUSTICAL LAY IN TILE SUSPENSION
CEILING SYSTEM.
09 51 23.0001 TYP. FUTURE TENANT FIT OUT LAY IN
ACOUSTICAL CEILING, BY OTHERS.
13 34 19.0200 TYP. PRE-ENGINEERED STRUCTURAL
STEEL BEAM.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL
STEEL COLUMN.
26 51 13.0000 TYP. INTERIOR LIGHT FIXTURE
(LUMINAIRE), SEE ELECTRICAL
3/32" = 1'-0"A3
REFLECTED CEILING
PLAN
TRUE NORTHNORTH
6" = 1'-0"B3
DRAFT CURTAIN
DETAILS
H1 HANGAR - 1 RUN 184' 4"
H2 HANGAR - 2 RUNS 73' 6"
MANUFACTURER:
Smoke Guard
287 N. Maple Grove
Boise, ID 83704
INSTALLATION TYPE: INTERIOR
CLOSING DIRECTION: FIXED CURTAIN
BOTTOM BAR: 1/2" PIPE
MOUNTING OPTION: TO THE ROOF DECK VIA A 2"x2"x 1/8" GALVANIZED ANGLE
PROVIDE SIGNED AND SEALED SHOP DRAWING PREPARED BY A FLORIDA
REGISTERED PE FOR STRUCTURAL SUPPORT AND PE FOR FIRE CALCULATIONS
BOTTOM BAR CEILING MOUNT
ROOF ANGLE &
CURTAIN HEIGHT
1
1
1
1
1
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 2/19/2019 Change Order CO#1
3 2/19/2019 Permit Review Comments
3
2
A1
A6.0.1
C1
A6.0.1
D1
A6.0.1
1
2
3
4
5
6
A D E F G H J LK
7
8
9
B
18' - 3"18' - 3"18' - 3"17' - 9"37' - 9"20' - 0"18' - 8"
20
'
-
3
"
19
'
-
9
"
22
'
-
1
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
0'
-
1
1
1
/
2
"
44
'
-
0
"
21' - 4"18' - 1"
115' - 0"
A1
A6.0.2
A3
A6.0.3
194' - 3"
15
0
'
-
3
"
1'
-
5
1
/
2
"
4' - 0"
4'
-
0
"
4' - 0"4' - 0"
13 34 19.2403
13 34 19.2403
26 56 00.0200
26 56 00.0200
45
'
-
1
"
4' - 11 1/2"
A2
A6.0.2A2
A8.0.2
A1
A6.0.3
21' - 4"
79' - 3"
190' - 3"
13 34 19.240313 34 19.2403
13 34 19.2400
13 34 19.2400
13 34 19.2400
13 34 19.2400
13 34 19.2403
C
C
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A4.0.1
MLM
DLM
MAM
MARCH 2019
ROOF PLAN
MAM
3/32" = 1'-0"A3 ROOF PLAN
TRUE NORTHNORTH
Keynote Legend
Key Text
13 34 19.2400 TYP. PRE-ENGINEERED METAL STANDING
SEAM ROOF PANEL, 24 GAGE WITH KYNAR
FINISH PAINT. COLOR WHITE, TO BE
SELECTED BY ARCHITECT FROM
MANUFACTURES COLORS. ROOF PANELS
MUST MEET BUILDING DESIGN LOAD
REQUIREMENTS AND FLORIDA PRODUCT
APPROVAL AND OR NOA.
13 34 19.2403 TYP. PRE-ENGINEERED METAL GUTTER
SYSTEM WITH KYNAR FINISH PAINT.
26 56 00.0200 TYP. LIGHTNING PROTECTION EQUIPMENT,
SEE ELECTRICAL.
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO#1
2 2/19/2019 Permit Review Comments
2
1
1
1
1
1
T.O. SLAB
0' - 0"
ROOF RIDGE
58' - 2"
A D E F G H J LKB
44
'
-
0
"
49
'
-
3
"
A7.0.2
A4
DESIGNERS NOTE:
HANGAR DOOR BASIS OF DESIGN
IS FLOATING BOTTOM TRACK STEEL-SIDING
HANGAR PANEL DOOR BY WELL-BILT,
MANUFACTURER. SEE SPECIFICATION
SECTION 08 34 16.
A7.0.2
D1
17' - 9"20' - 0"18' - 8"21' - 4"18' - 3"18' - 3"18' - 3"18' - 1"
100A
13 34 19.1501
13 34 19.2403 13 34 19.2403
1" / 1'-0"1" / 1'-0"
EAVE HEIGHT
50' - 1"
TOP OF STEEL
57' - 2"
13 34 19.1501
TYP. AT DOOR
26 56 00.0200
C
13 34 19.2400
13 34 19.2400
17' - 9"20' - 0"
1 2 3 4 5 6 7 8 9
A7.0.2
A3
25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"22' - 10"19' - 9"20' - 3"
6' - 6"6' - 6"6' - 6"
B
A7.0.2
B1
15
'
-
6
"
25' - 0"
12' - 6"12' - 6"
25' - 0"25' - 0"
12' - 6"12' - 6"12' - 6"12' - 6"12' - 6"
7'
-
0
"
7' - 0"
12
'
-
0
"
8'
-
6
"
100G 100F
110B
13 34 19.1501 13 34 19.1502
13 34 19.2403
L3L4L5L6
A2
A6.0.2
08 91 19.A
26 56 00.0200
13 34 19.240413 34 19.2404
13 34 19.2404
49
'
-
3
"
T.
O
.
W
A
L
L
15
'
-
0
"
10
'
-
0
"
14' - 0".13 34 19.2400
13 34 19.2400
13 34 19.2400
13 34 19.1502
T.O. SLAB
0' - 0"
ROOF RIDGE
58' - 2"
123456789
20' - 3"19' - 9"22' - 10"25' - 0"25' - 0"25' - 0"25' - 0"25' - 0"
6' - 6"6' - 6"6' - 6"
49
'
-
3
"
115 114 101B 100C 100B
13 34 19.1501
13 34 19.2403
13 34 19.1501
EAVE HEIGHT
50' - 1"
TOP OF STEEL
57' - 2"
26 56 00.0200
L13L12L11L10
25' - 0"25' - 0"25' - 0"12' - 6"12' - 6"
6' - 0"9' - 6"9' - 6"9' - 6"6' - 0"9' - 6"6' - 0"
08 91 19.A
13 34 19.2404
L14
8'
-
5
"
11' - 2"08 91 19.A
B.
O
.
L
.
B.
O
.
L
.
L2 L16
08 91 19.A
8' - 1"5' - 9"
11
'
-
6
"
B.
O
.
L
.
14' - 0".
10
'
-
0
"
13 34 19.2400
13 34 19.2400
13 34 19.2400
9' - 6"9' - 6"6' - 0"
C3
A8.0.2SIM.39
'
-
0
"
6'
-
0
"
4'
-
3
"
08 91 19.A
T.O. SLAB
0' - 0"
ROOF RIDGE
58' - 2"
ADEFGHJLKB
49
'
-
3
"
T.O. STOREFRONT
10' - 0"
A7.0.2
B3
2' - 0"3' - 0"
A
A7.0.2
A1
14
'
-
0
"
16' - 0"
13 34 19.1502
13 34 19.1501
08 33 23.0000
100E110A
100D
1" / 1'-0"1" / 1'-0"
EAVE HEIGHT
50' - 1"
TOP OF STEEL
57' - 2"
8'
-
4
"
L8
3' - 0"
08 91 19.A
L1
9'
-
4
"
9' - 0"
CO
M
M
O
N
W
A
L
L
19
'
-
0
"
T
.
O
.
B.
O
.
L
.
B.
O
.
L
.
13 34 19.240313 34 19.2403
13 34 19.2400
13 34 19.2400
13 34 19.2403
13 34 19.1502
13 34 19.2400
03 30 00.0001
26 56 00.0200
C
18' - 1"18' - 3"18' - 3"18' - 3"21' - 4"18' - 8"20' - 0"20' - 0"17' - 9"17' - 9"
C3
A8.0.2
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A5.0.1
MLM
DLM
MAM
MARCH 2019
EXTERIOR
ELEVATIONS
MAM
1/16" = 1'-0"D1 SOUTH ELEVATION
1/16" = 1'-0"A2 EAST ELEVATION
1/16" = 1'-0"A1 WEST ELEVATION
1/16" = 1'-0"C1 NORTH ELEVATION
Keynote Legend
Key Text
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
08 33 23.0000 TYP. OVERHEAD INSULATED SLAT COIL
DOOR PAINTED TO MATCH COLOR OF
ADJACENT WALL PANELS.
08 91 19.A TYP. FIXED EXTRUDED ALUM LOUVER
13 34 19.1501 TYP. EXTERIOR HANGAR WALL
PRE-ENGINEERED METAL VERTICAL WALL
PANELS, 24 GAGE WITH KYNAR PAINT.
COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES
COLORS. WALL PANELS MUST MEET
DESIGN LOAD REQUIREMENTS AND
FLORIDA PRODUCT APPROVAL AND OR
NOA.
13 34 19.1502 TYP. EXTERIOR WALL PRE-ENGINEERED
METAL VERTICAL WALL ACCENT PANELS,
24 GAGE WITH KYNAR PAINT. COLOR
BLUE, TO BE SELECTED BY ARCHITECT
FROM MANUFACTURES COLORS. WALL
PANELS MUST MEET BUILDING DESIGN
LOAD REQUIREMENTS AND FLORIDA
PRODUCT APPROVAL AND OR NOA.
13 34 19.2400 TYP. PRE-ENGINEERED METAL STANDING
SEAM ROOF PANEL, 24 GAGE WITH
KYNAR FINISH PAINT. COLOR WHITE, TO
BE SELECTED BY ARCHITECT FROM
MANUFACTURES COLORS. ROOF PANELS
MUST MEET BUILDING DESIGN LOAD
REQUIREMENTS AND FLORIDA PRODUCT
APPROVAL AND OR NOA.
13 34 19.2403 TYP. PRE-ENGINEERED METAL GUTTER
SYSTEM WITH KYNAR FINISH PAINT.
13 34 19.2404 TYP. PRE-ENGINEERED METAL RAIN
LEADER SYSTEM WITH KYNAR FINISH
PAINT.
26 56 00.0000 TYP. EXTERIOR LIGHT FIXTURE
(LUMINAIRE), SEE ELECTRICAL.
26 56 00.0200 TYP. LIGHTNING PROTECTION
EQUIPMENT, SEE ELECTRICAL.
2
2
3
3
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 2/19/2019 Change Order CO#1
3 2/19/2019 Permit Review Comments
3
2
2
2
2
2
2
2
2
2
2 2
2
2
2
2
2
2
2
2
2
2
2
1
1
2
2
22 42 16.0000
06 64 00.0001
10 51 13.0000
09 67 23.0000
06 64 00.0001
09 67 23.0000
10 51 13.0000
06 64 00.0001
22 42 16.0000
09 67 23.0000
10 21 13.0000
10 51 13.0000
22 42 13.1300
06 64 00.0001
09 67 23.0000
22 42 16.0000
26 51 13.0000
10 06 20.1300
10 21 13.0000
10 21 13.0000
10 06 20.130010 06 20.1300
10 51 13.0000
06 64 00.0001
09 67 23.0000
10 21 13.0000
22 42 13.1600
09 67 23.0000
06 64 00.0001
10 51 13.0000
09 67 23.0000
06 64 00.0001
10 51 13.0000
10 21 13.0000
22 42 13.1600
26 51 13.0000
22 42 13.1300
22 42 16.0000
09 67 23.0000
06 64 00.0001
10 06 20.1300
22 42 13.1300
10 21 13.0000
22 42 13.1600
10 21 13.000010 06 20.130010 06 20.1300
17
"
A
D
A
06 64 00.0001
09 67 23.0000
22 42 13.1300
10 06 20.130010 06 20.1300
22 42 16.0000
06 64 00.0001
09 67 23.0000
26 51 13.0000
10 06 20.1300
10 06 20.1300
22 42 13.1300
10 06 20.1300
10 06 20.130010 06 20.1300
22 42 23.0000
22 42 16.0000
06 64 00.0001
22 42 23.0000
4'
-
0
"
1' - 3"
TYP, INSULATE
EXPOSED PIPES
UNDER SINKAD
A
17
"
M
I
N
22 42 23.0000
09 67 23.0000
06 64 00.0001
06 64 00.0001
09 67 23.0000
10 06 20.1300
22 42 13.1300 22 42 16.0000
06 64 00.0001
09 67 23.0000
10 06 20.1300
26 51 13.0000
10 06 20.1300
10 06 20.130010 06 20.1300
22 42 13.1300
10 06 20.130010 06 20.130022 42 23.0000
34
"
A
D
A
3'
-
4
"
M
I
N
.
3'
-
6
"
H
T
4'
-
0
"
34
"
A
D
A
3'
-
4
"
A
D
A
18
"
M
I
N
.
06 64 00.0001
22 42 16.0000
10 06 20.1300
22 42 23.0000
4'
-
0
"
M
A
X
.
MAX.
1' - 3"
TYP, INSULATE
EXPOSED PIPES
UNDER SINK
34
"
A
D
A
09 67 23.0000
06 64 00.0001
22 42 23.0000
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A5.0.2
MLM
DLM
MAM
MARCH 2019
INTERIOR
ELEVATIONS
MAM
1/2" = 1'-0"A1 WOMENS LOCKER RM
1/2" = 1'-0"A2 WOMENS LOCKER RM
1/2" = 1'-0"A3 WOMENS LOCKER RM
1/2" = 1'-0"A4 WOMENS LOCKER RM
1/2" = 1'-0"B1 MENS LOCKER RM
1/2" = 1'-0"B2 MENS LOCKER RM
1/2" = 1'-0"B3 MENS LOCKER RM
1/2" = 1'-0"B4 MENS LOCKER RM
1/2" = 1'-0"C1 WOMENS SHOWER RM
1/2" = 1'-0"C2 WOMENS SHOWER RM
1/2" = 1'-0"C3 WOMENS SHOWER RM
1/2" = 1'-0"C4 WOMENS SHOWER RM
1/2" = 1'-0"D1 MENS SHOWER RM
1/2" = 1'-0"D2 MENS SHOWER RM
1/2" = 1'-0"D3 MENS SHOWER RM
1/2" = 1'-0"D4 MENS SHOWER RM106106106 106
105 105 105 105
103 103 103
Keynote Legend
Key Text
06 64 00.0001 TYP. FRP .009" THICK (FIBER REINFORCED
PLASTIC) PANELS ADHERED TO BACKING;
5/8" DENS ARMOR PLUS FIREGUARD
(TYPE X), CLASS A FIRE RATING PER
ASTM E-84 AND ALL TRIM ACCESSORIES
"FM #2B242AM".
09 67 23.0000 TYP. RESINOUS FLOORING AND BASE.
10 06 20.1300 TYP. RESTROOM ACCESSORIES, SEE
INTERIOR ELEVATIONS & ACCESSORY
LEGEND.
10 21 13.0000 TYP. RESTROOM TOILET COMPARTMENT
& URINAL SCREENS
10 51 13.0000 TYP. METAL LOCKERS, 2 TEIR SINGLE
DOOR, 12" x 24" x 72", FREESTYLE
PERSONAL STORAGE LOCKER.
22 42 13.1300 TYP. WATER CLOSET, SEE PLUMBING.
22 42 13.1600 TYP. URINAL, SEE PLUMBING.
22 42 16.0000 TYP. LAVATORIES AND SINKS, SEE
PLUMBING.
22 42 23.0000 TYP. MODULAR SHOWER COMPARTMENT
SYSTEM, SEE PLUMBING.
26 51 13.0000 TYP. INTERIOR LIGHT FIXTURE
(LUMINAIRE), SEE ELECTRICAL
103
104 104 104104
1
NO.DATE DESCRIPTION
1 2/19/2019 Permit Review Comments
1
22 42 16.0000
22 42 13.1300
09 30 00.0001
10 06 20.130010 06 20.1300
09 30 00.0001
09 65 25.0001
09 90 00.A010
5'
-
0
"
22 42 16.0000
10 06 20.1300
10 06 20.1300
22 42 13.1300
09 90 00.A010
09 65 25.0001
09 30 00.0001
09 30 00.0001
10 06 20.1300
10 06 20.130010 06 20.1300
5'
-
0
"
22 42 16.0000
09 30 00.0001
09 90 00.A010
09 65 25.0001
09 30 00.0001
10 06 20.1300
09 90 00.A010
09 30 00.0001
09 65 25.0001
09 30 00.0001
22 42 16.160022 42 16.1600
22 33 33.0000
22 42 16.0000
09 90 00.A010
09 30 00.0001
09 65 25.0001
22 42 13.1300
10 06 20.1300
5'
-
0
"
22 42 16.0000
10 06 20.1300
10 06 20.1300
09 90 00.A010
09 30 00.0001
09 65 25.0001
09 30 00.0001
22 42 13.1300
10 06 20.1300
10 06 20.130010 06 20.1300
5'
-
0
"
22 42 16.0000
09 30 00.0001
10 06 20.1300
09 90 00.A010
09 65 25.0001
09 30 00.0001
26 51 13.0000
09 90 00.A010
09 65 25.0001
09 30 00.0001
22 42 13.130022 42 16.1600
22 33 33.0000
FINISHED FLOOR
SE
E
N
O
T
E
7
1'
-
6
"
2'
-
1
0
"
GB
TPD
SCD
FINISHED FLOOR
1'
-
0
"
3'
-
6
"
19
"
M
A
X
MIN
2' - 6"
MI
N
4'
-
0
"
CLEAR FLOOR
SPACE
MI
N
1'
-
5
"
1' - 6"
DOOR MAY NOT ENCROACH
INTO FIXTURE CLEARANCE
MI
N
0'
-
6
"
1' - 6"
0' - 6" MAX 3' - 0"
GB
PTD
SCD
TPD
GB
TPD
SCD
PTD
SD
SE
E
N
O
T
E
4
3'
-
4
"
MI
PLAN - TYPICAL SINGLE ACCESSIBLE RESTROOM (MIM. DIMENSIONS)ELEVATION - SINGLE ACCESSIBLE RESTROOM
GB
R
2
'
-
6
"
ELEVATION - SINGLE ACCESSIBLE RESTROOM
1' - 3"
MI
N
.
3'
-
4
"
ACCESSORY
LEGEND
CS CHANGING STATION (NOT USED)
CT CHANGING TABLE (NOT USED)
CH COAT HOOK (NOT USED)
GRAB BARGB
MIRRORMI
PAPER TOWEL DISPENSERPTD
TOILET SEAT COVER DISPENSERSCD
SOAP DISPENSERSD
TOILET PAPER DISPENSERTPD
GB SD PTD MI MIS
ELEVATION - RESTROOM EQUIPMENT MOUNTING HEIGHTS
NOTES:
1.REFER TO SPECIFICATION 102813 FOR TOILET ACCESSORY MFG. & MODEL NO.'S
2.INSULATE DRAIN & HOT WATER PIPES @ ALL LAVATORIES.
3.DIMENSION IS TO BOTTOM OF REFLECTIVE SURFACE.
4.ALL DIMENSIONS FOR ACCESSORIES ARE TO OPERATION CONTROL OR DISPENSING POINT.
5.DIMENSION IS TO TOP OF DRINKING FOUNTAIN BUBBLER
6.DIMENSION IS TO CENTER OF DRINKING FOUNTAIN BUBBLER
7.DIMENSION IS TO TOP OF TOILET SEAT.
TPD SCD
SE
N
O
T
E
7
1'
-
6
"
DF
FINISHED FLOOR
38
"
M
I
N
.
32
"
M
I
N
.
DF DRINKING FOUNTAIN
MS
MS MOP SINK
2'
-
0
"
2'
-
1
0
"
3'
-
6
"
H
T
2'
-
1
0
"
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A5.0.3
MLM
DLM
MAM
MARCH 2019
INTERIOR
ELEVATIONS
MAM
1/2" = 1'-0"A1 OFFICE - WOMENS 111
1/2" = 1'-0"A2 OFFICE - WOMENS 111
1/2" = 1'-0"A3 OFFICE - WOMENS 111
1/2" = 1'-0"A4 OFFICE - WOMENS 111
1/2" = 1'-0"C2 OFFICE - JANITOR
1/2" = 1'-0"B1 OFFICE - MENS 112
1/2" = 1'-0"B2 OFFICE - MENS 112
1/2" = 1'-0"B3 OFFICE - MENS 112
1/2" = 1'-0"B4 OFFICE - MENS 112
1/2" = 1'-0"C1 HANGAR - JANITOR
113
107
Keynote Legend
Key Text
09 30 00.0001 TYP. SCHLUTER STAINLESS STEEL TILE
EDGE TRIM "JOLLY".
09 65 25.0001 TYP. LARGE FORMAT 12' X 12" PORCELAIN
TILE COLOR #1 FOR WALLS AND COLOR
#2 FOR FLOOR, COLOR TO BE SELECTED
BY ARCHITECT.
09 90 00.A010 TYP. PAINT, SEE PAINT SCHEDULE.
10 06 20.1300 TYP. RESTROOM ACCESSORIES, SEE
INTERIOR ELEVATIONS & ACCESSORY
LEGEND.
22 33 33.0000 TYP. COMMERCIAL ELECTRIC WATER
HEATER, SEE PLUMBING.
22 42 13.1300 TYP. WATER CLOSET, SEE PLUMBING.
22 42 16.0000 TYP. LAVATORIES AND SINKS, SEE
PLUMBING.
22 42 16.1600 TYP. COMMERCIAL MOP SINK BASIN,
SERVICE FAUCET, SEE PLUMBING
26 51 13.0000 TYP. INTERIOR LIGHT FIXTURE
(LUMINAIRE), SEE ELECTRICAL
NO.DATE DESCRIPTION
1 2/19/2019 Permit Review Comments
1
22 47 13.000022 45 00.0200
06 64 00.0001
03 30 00.A05
33
"
A
D
A
22 45 00.0200
03 30 00.0001
08 91 19.A
06 64 00.0001
03 30 00.A05
22 47 13.0000
06 64 00.0001
03 30 00.0001
03 30 00.A05
06 64 00.0001
03 30 00.A05
22 47 13.0000
09 90 00.A01009 90 00.A010
34
"
A
D
A
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
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T
I
O
N
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O
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S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A5.0.4
MLM
DLM
MAM
MARCH 2019
INTERIOR
ELEVATIONS
MAM
1/2" = 1'-0"C1 HANGAR - LOCKERS
1/2" = 1'-0"A1 HANGAR - LOCKERS
1/2" = 1'-0"A2 HANGAR - LOCKERS
1/2" = 1'-0"C2 HANGAR-FP EQUIP RM
Keynote Legend
Key Text
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
03 30 00.A05 TYP. 6" HIGH CONCRETE CURB.
06 64 00.0001 TYP. FRP .009" THICK (FIBER REINFORCED
PLASTIC) PANELS ADHERED TO BACKING;
5/8" DENS ARMOR PLUS FIREGUARD
(TYPE X), CLASS A FIRE RATING PER
ASTM E-84 AND ALL TRIM ACCESSORIES
"FM #2B242AM".
08 91 19.A TYP. FIXED EXTRUDED ALUM LOUVER
09 90 00.A010 TYP. PAINT, SEE PAINT SCHEDULE.
22 45 00.0200 TYP. WASH FOUNTAIN, SEE PLUMBING.
22 47 13.0000 TYP. ADA ELECTRIC COOLED DRINKING
FOUNTAIN, SEE PLUMBING.
1/2" = 1'-0"D1 OFFICE - MEP ROOMS
WEST ELEVATIONEAST ELEVATION
WEST ELEVATIONNORTH ELEVATION
WEST ELEVATION
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 2/19/2019 Permit Review Comments
2
1
1
1
T.O. SLAB
0' - 0"
ROOF RIDGE
58' - 2"
A D E F G H J LKB
A6.0.2
A3
EAVE HEIGHT
50' - 1"
49
'
-
3
"
TOP OF STEEL
57' - 2"
44
'
-
0
"
T.O. STUD
11' - 0"
1" / 1'-0"1" / 1'-0"
A8.0.2
A2
C
08 33 23.0000
03 30 00.0001
13 34 19.1201
13 34 19.1201
13 34 19.0200
13 34 19.140013 34 19.1400
13 34 19.1400
13 34 19.1400
13 34 19.1400
13 34 19.2404
13 34 19.1501
T.O. SLAB
0' - 0"
ROOF RIDGE
58' - 2"
1 2 3 4 5 6 7 8 9
T.O. OFFICE STUD
18' - 3"
T.O. STOREFRONT
10' - 0"
A6.0.3
A2
A6.0.2
A4
HANGAR INTERIOR
T.O. STEEL
12' - 0"
EAVE HEIGHT
50' - 1"
TOP OF STEEL
57' - 2"
T.O. STUD
11' - 0"
FUTURE CLG
8' - 0"
A6.0.3
A1
O.H.
13 34 19.140013 34 19.1400
13 34 19.2400
13 34 19.2002
13 34 19.2002
13 34 19.0200
13 34 19.1201
03 30 00.0001
13 34 19.1501
13 34 19.1400
13 34 19.2400
13 34 19.0200
123456789 A6.0.3
A1
C4
A7.0.3
A6.0.2
A4
O.H.
C3
A7.0.3
D4
A7.0.3
13 34 19.2400
13 34 19.0200
13 34 19.1501
13 34 19.1400 13 34 19.1201
13 34 19.0200
13 34 19.140013 34 19.1400
13 34 19.2002
13 34 19.2002
03 30 00.0001
13 34 19.2400
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
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T
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U
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State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A6.0.1
MLM
DLM
MAM
MARCH 2019
BUILDING
SECTION
MAM
3/32" = 1'-0"A1 BUILDING SECTION
3/32" = 1'-0"C1 BUILDING SECTION
3/32" = 1'-0"D1 BUILDING SECTION
Keynote Legend
Key Text
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
08 33 23.0000 TYP. OVERHEAD INSULATED SLAT COIL DOOR
PAINTED TO MATCH COLOR OF ADJACENT WALL
PANELS.
13 34 19.0200 TYP. PRE-ENGINEERED STRUCTURAL STEEL
BEAM.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL STEEL
COLUMN.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL STEEL
PURLIN.
13 34 19.1501 TYP. EXTERIOR HANGAR WALL PRE-ENGINEERED
METAL VERTICAL WALL PANELS, 24 GAGE WITH
KYNAR PAINT. COLOR WHITE, TO BE SELECTED
BY ARCHITECT FROM MANUFACTURES COLORS.
WALL PANELS MUST MEET DESIGN LOAD
REQUIREMENTS AND FLORIDA PRODUCT
APPROVAL AND OR NOA.
13 34 19.2002 TYP. DIAGONAL PRE-ENGINEERED STRUCTURAL
STEEL BRACE.
13 34 19.2400 TYP. PRE-ENGINEERED METAL STANDING SEAM
ROOF PANEL, 24 GAGE WITH KYNAR FINISH
PAINT. COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES COLORS.
ROOF PANELS MUST MEET BUILDING DESIGN
LOAD REQUIREMENTS AND FLORIDA PRODUCT
APPROVAL AND OR NOA.
13 34 19.2404 TYP. PRE-ENGINEERED METAL RAIN LEADER
SYSTEM WITH KYNAR FINISH PAINT.
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 2/19/2019 Change Order CO#1
3 2/19/2019 Permit Review Comments
3
2
2
2
2
2
2
2
2
2
2
2
1
1
1
1
T.O. SLAB
0' - 0"
L
A8.0.1
A1
13 34 19.1201
13 34 19.1400
13 34 19.1400
13 34 19.2403
EAVE HEIGHT
50' - 1"
49
'
-
3
"
13 34 19.1501
02 33 00.A01
03 30 00.A03
03 30 00.A
BEYOND
13 34 19.1400
13 34 19.2404
26 56 00.0200
13 34 19.1400
13 34 19.1202
13 34 19.2400
13 34 19.2401
07 21 16.019A
09 96 46.0000
A8.0.2
A3
03 35 00.0001
13 34 19.1201
09 96 46.0000
13 34 19.0200
---
-
T.O. SLAB
0' - 0"
7
T.O. OFFICE STUD
18' - 3"
HANGAR INTERIOR
T.O. STEEL
12' - 0"
EAVE HEIGHT
50' - 1"
TOP OF STEEL
57' - 2"
T.O. STUD
11' - 0"
FUTURE CLG
8' - 0"
A8.0.2
A1
09 20 00.A001
03 30 00.A01
03 30 00.A
02 24 00.A01
02 36 00.A01
13 34 19.1201
13 34 19.1400
07 21 16.0030
13 34 19.2400
13 34 19.1501
13 34 19.1400
07 21 16.0019
13 34 19.0200
13 34 19.2400
09 29 62.X58B
07 21 16.0001
09 29 62.X58B
07 26 16.0001
09 20 00.A001
03 30 00.0001
09 96 46.0000
07 92 13.0000
07 21 16.019A
13 34 19.1400
13 34 19.2401
13 34 19.2405
A8.0.2
C3
T.O. SLAB
0' - 0"
7
T.O. OFFICE STUD
18' - 3"
HANGAR INTERIOR
T.O. STEEL
12' - 0"
EAVE HEIGHT
50' - 1"
TOP OF STEEL
57' - 2"
T.O. STUD
11' - 0"
FUTURE CLG
8' - 0"
09 29 62.X58A
07 21 16.0001
05 42 00.1200
03 30 00.A
32 16 23.0001
07 26 16.0001
22 42 13.1300
10 06 20.1300
05 41 00.6000
07 21 16.0019
13 34 19.1501
13 34 19.0200
13 34 19.2400
13 34 19.1400
09 29 62.X58A
02 36 00.A01
02 24 00.A01
13 34 19.1201
13 34 19.1400
03 30 00.A05
06 64 00.0001
09 51 23.0001
8'
-
0
"
09 96 46.0000
07 21 16.019A
13 34 19.2401
13 34 19.2405
A8.0.2
A1
13 34 19.1400
T.O. SLAB
0' - 0"
L
T.O. OFFICE STUD
18' - 3"
EAVE HEIGHT
50' - 1"
13 34 19.2403
13 34 19.1400
13 34 19.1201
BEYOND
08 91 19.A
BEYOND
26 56 00.0200
03 30 00.A03
02 33 00.A01
08 91 19.C
13 34 19.1501
13 34 19.1400
13 34 19.1400
13 34 19.1406
BEYOND
03 30 00.A
BEYOND
13 34 19.1400
13 34 19.2404
1" / 1'-0"
13 34 19.1202
13 34 19.1400
13 34 19.2400
07 21 16.019A
13 34 19.2401
07 14 16.0001
T.
O
.
L
O
U
V
E
R
15
'
-
6
1
/
1
6
"
LO
U
V
E
R
6'
-
1
1
3
1
/
3
2
"
09 96 46.0000
13 34 19.1400
A7.0.3
D4
A7.0.3
C3
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
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U
C
T
I
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D
O
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U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A6.0.2
MLM
DLM
MAM
MARCH 2019
BUILDING WALL
SECTIONS
MAM
1/4" = 1'-0"A3
WALL SECTION -
AT HANGAR COLUMN
1/4" = 1'-0"A4
WALL SECTION -
AT RATED WALL
1/4" = 1'-0"A1
WALL SECTION -
AT HANGAR CHASE
Keynote Legend
Key Text
13 34 19.1501 TYP. EXTERIOR HANGAR WALL
PRE-ENGINEERED METAL VERTICAL WALL
PANELS, 24 GAGE WITH KYNAR PAINT. COLOR
WHITE, TO BE SELECTED BY ARCHITECT FROM
MANUFACTURES COLORS. WALL PANELS MUST
MEET DESIGN LOAD REQUIREMENTS AND
FLORIDA PRODUCT APPROVAL AND OR NOA.
13 34 19.2400 TYP. PRE-ENGINEERED METAL STANDING SEAM
ROOF PANEL, 24 GAGE WITH KYNAR FINISH
PAINT. COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES COLORS.
ROOF PANELS MUST MEET BUILDING DESIGN
LOAD REQUIREMENTS AND FLORIDA PRODUCT
APPROVAL AND OR NOA.
13 34 19.2401 TYP. PRE-ENGINEERED METAL STANDING SEAM
STAINLESS STEEL CLIP SYSTEM AND FASTENER,
SEE STRUCTURAL DRAWINGS FOR ROOF LOAD
DIAGRAM.
13 34 19.2403 TYP. PRE-ENGINEERED METAL GUTTER SYSTEM
WITH KYNAR FINISH PAINT.
13 34 19.2404 TYP. PRE-ENGINEERED METAL RAIN LEADER
SYSTEM WITH KYNAR FINISH PAINT.
13 34 19.2405 TYP. PRE-ENGINEERED METAL GABLE END
CLOSURE PANEL SYSTEM WITH KYNAR FINISH
PAINT.
22 42 13.1300 TYP. WATER CLOSET, SEE PLUMBING.
26 56 00.0000 TYP. EXTERIOR LIGHT FIXTURE (LUMINAIRE),
SEE ELECTRICAL.
26 56 00.0200 TYP. LIGHTNING PROTECTION EQUIPMENT, SEE
ELECTRICAL.
32 16 23.0001 TYP. CONCRETE SIDEWALK, SEE CIVIL.
Keynote Legend
Key Text
09 96 46.0000 TYP. 2 HOUR INTUMESCENT COATING ON STEEL
PRE-ENGINEERED COLUMNS.
10 06 20.1300 TYP. RESTROOM ACCESSORIES, SEE INTERIOR
ELEVATIONS & ACCESSORY LEGEND.
13 34 19.0200 TYP. PRE-ENGINEERED STRUCTURAL STEEL
BEAM.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL STEEL
COLUMN.
13 34 19.1202 TYP. PRE-ENGINEERED STRUCTURAL STEEL
PLATE.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL STEEL
PURLIN.
13 34 19.1406 TYP. PRE-ENGINEERED STRUCTURAL STEEL
CHANNEL.
Keynote Legend
Key Text
07 21 16.0030 TYP. PRE-ENGINEERED ROOF BATT INSULATION,
R-30 BANDING SYSTEM- 1" STEEL BANDING
STRIPS, 30" O.C. WITH 5" INSULATION BETWEEN
PURLINGS. 10" INSULATION BETWEEN PURLING
AND ROOF PANEL. PROVIDE WHITE
REINFORCED VINYL VAPOR BARRIER.
07 26 16.0001 TYP. 15 MILL "STEGO" VAPOR BARRIER WITH
JOINTS TAPERED.
07 92 13.0000 TYP. SEALANT CONTINUOUS.
08 91 19.A TYP. FIXED EXTRUDED ALUM LOUVER
08 91 19.C TYP. BIRD/INSECT SCREENING
09 20 00.A001 TYP. FINISH AS SCHEDULED.
09 29 62.X58A TYP. ONE LAYER OF 5/8" TYPE 'X' DENS ARMOR
PLUS FIBERGUARD GYPSUM WALL BOARD.
09 29 62.X58B TYP. TWO LAYERS OF 5/8" TYPE 'X' DENS ARMOR
PLUS FIREGUARD GYPSUM WALL BOARD.
09 51 23.0001 TYP. FUTURE TENANT FIT OUT LAY IN
ACOUSTICAL CEILING, BY OTHERS.
Keynote Legend
Key Text
05 41 00.6000 TYP. 18 GAUGE, 6" GALV METAL STUDS @ 16"
O.C.
05 42 00.1200 TYP. 16 GAUGE, 12" GALV METAL JOIST @ 16"
O.C.
06 64 00.0001 TYP. FRP .009" THICK (FIBER REINFORCED
PLASTIC) PANELS ADHERED TO BACKING; 5/8"
DENS ARMOR PLUS FIREGUARD (TYPE X), CLASS
A FIRE RATING PER ASTM E-84 AND ALL TRIM
ACCESSORIES "FM #2B242AM".
07 14 16.0001 TYP. COLD FLUID APPLIED WATER PROOFING.
07 21 16.0001 TYP. WOOL BLANKET INSULATION FULL DEPTH
OF METAL JOIST AND/OR STUD CAVITY.
07 21 16.0019 TYP. R-19 FIBERGLASS BATT INSULATION.
07 21 16.019A TYP. PRE-ENGINEERED ROOF BATT INSULATION,
R-19 BANDING SYSTEM- 1" STEEL BANDING
STRIPS, 30" O.C. WITH 10" INSULATION BETWEEN
PURLING AND ROOF PANEL. PROVIDE WHITE
REINFORCED VINYL VAPOR BARRIER.
Keynote Legend
Key Text
02 24 00.A01 TYP. COMPACTED FILL, SEE SOILS REPORT FOR
COMPACTION RECOMMENDATIONS.
02 33 00.A01 TYP. CONCRETE PAVEMENT CROSS SECTION,
SEE CIVIL.
02 36 00.A01 TYP. SPRAY TERMITICIDE TO FORM LETHAL
BARRIER UNDER SLAB AND FOUNDATIONS.
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
03 30 00.A TYP. CONCRETE FOUNDATION, SEE
STRUCTURAL.
03 30 00.A01 TYP. CONCRETE SLAB, SEE STRUCTURAL.
03 30 00.A03 TYP. SECOND CONCRETE SLAB POUR, SEE
STRUCTURAL.
03 30 00.A04 TYP. MONOLITHIC CONCRETE FOUNDATION, SEE
STRUCTURAL.
03 30 00.A05 TYP. 6" HIGH CONCRETE CURB.
03 35 00.0001 TYP. CONCRETE FLOOR FINISH APPLICATION,
CURE- DENSIFIER- HARDENER SEALER.
1/4" = 1'-0"A2
WALL SECTION -
AT HANGAR LOUVER
2
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 2/19/2019 Change Order CO#1
3 2/19/2019 Permit Review Comments
3
2
2
2 2
2
2
2
2
2
2
2
2 2
2
2
2
2
21
1
2
2
T.O. SLAB
0' - 0"
12
02 24 00.A01
03 30 00.A02
03 30 00.0001
03 30 00.0001
A7.0.4
D1
A7.0.4
D2
07 21 16.0019
07 21 16.019A
13 34 19.2400
05 42 00.1200
13 34 19.1400
13 34 19.0200
13 34 19.2000
13 34 19.2000
13 34 19.2002
13 34 19.2002
13 34 19.0200
100A
13 34 19.2000
BEYOND
13 34 19.0600
BEYOND
BEYOND
BEYOND
25' - 0"
44
'
-
0
"
A8.0.2
A1
1' - 5 1/2"
13 34 19.1501
03 35 00.0001
T.O. SLAB
0' - 0"
7
13 34 19.1400
13 34 19.1400
13 34 19.1201
09 29 62.X58A
07 21 16.0019
07 21 16.0019
13 34 19.2001
09 29 62.0058
13 34 19.1501
03 30 00.A
02 24 00.A02
02 24 00.A01
02 36 00.A01
BEYOND
07 21 16.0001
T.O. SLAB
0' - 0"
9
T.O. STOREFRONT
10' - 0"
HANGAR INTERIOR
T.O. STEEL
12' - 0"
FUTURE CLG
8' - 0"
A8.0.2
A4
KN
E
E
W
A
L
L
2'
-
7
1
/
2
"
V
.
I
.
F
.
02 24 00.A01
02 36 00.A01
09 22 16.CH06
07 21 16.0019
09 29 62.X58A
09 29 62.X001
09 20 00.A001
09 29 62.X58A
13 34 19.1201
13 34 19.2400
07 21 16.0030
08 81 00.0001
32 16 23.0001
05 41 00.6000
13 34 19.1400
07 21 16.0019
07 26 00.A01
13 34 19.0200
09 96 46.0000
13 34 19.0600
07 26 16.0001 07 26 16.0001
08 43 13.0001
08 81 00.0002
13 34 19.1502
09 29 62.X58A
13 34 19.2408
13 34 19.2404
08 81 00.0002
08 43 13.0001
COLUMN WRAP
BEYOND
ALIGN
09 29 62.X58A
09 29 62.X58A
09 29 62.X58A
09 90 00.A010
09 90 00.A010
A8.0.2
C1
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A6.0.3
MLM
DLM
MAM
MARCH 2019
BUILDING WALL
SECTIONS
MAM
1/4" = 1'-0"A1
WALL SECTION -
HANGAR DOOR
1/4" = 1'-0"A3
WALL SECTION -
FIRE PUMP ROOM
1/2" = 1'-0"A2
WALL SECTION -
OFFICE STOREFRONT
Keynote Legend
Key Text
13 34 19.1502 TYP. EXTERIOR WALL PRE-ENGINEERED METAL
VERTICAL WALL ACCENT PANELS, 24 GAGE WITH
KYNAR PAINT. COLOR BLUE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES COLORS. WALL
PANELS MUST MEET BUILDING DESIGN LOAD
REQUIREMENTS AND FLORIDA PRODUCT APPROVAL
AND OR NOA.
13 34 19.2000 TYP. VERTICAL PRE-ENGINEERED STRUCTURAL
STEEL FRAMING.
13 34 19.2001 TYP. HORIZONTAL PRE-ENGINEERED STRUCTURAL
STEEL HEAD FRAMING.
13 34 19.2002 TYP. DIAGONAL PRE-ENGINEERED STRUCTURAL
STEEL BRACE.
13 34 19.2400 TYP. PRE-ENGINEERED METAL STANDING SEAM
ROOF PANEL, 24 GAGE WITH KYNAR FINISH PAINT.
COLOR WHITE, TO BE SELECTED BY ARCHITECT
FROM MANUFACTURES COLORS. ROOF PANELS
MUST MEET BUILDING DESIGN LOAD
REQUIREMENTS AND FLORIDA PRODUCT APPROVAL
AND OR NOA.
13 34 19.2404 TYP. PRE-ENGINEERED METAL RAIN LEADER
SYSTEM WITH KYNAR FINISH PAINT.
13 34 19.2408 TYP. PRE-ENGINEERED METAL NON-PERFORATED
METAL PANEL SOFFIT. KYNAR PAINT COLOR BLUE,
TO BE SELECTED BY ARCHITECT FROM
MANUFACTURES COLORS.
26 05 19.0000 TYP. WALL MOUNTED POWER CHORD REEL, SEE
ELECTRICAL.
26 51 13.0000 TYP. INTERIOR LIGHT FIXTURE (LUMINAIRE), SEE
ELECTRICAL
26 56 00.0000 TYP. EXTERIOR LIGHT FIXTURE (LUMINAIRE), SEE
ELECTRICAL.
32 16 23.0001 TYP. CONCRETE SIDEWALK, SEE CIVIL.
Keynote Legend
Key Text
08 81 00.0001 TYP. EXTERIOR IMPACT RESISTANT INSULATED
TINTED GLASS 1 5/16" VZE7-48 INSULATING
LAMINATED GLASS HS/HS/HS 1/4" (6 MM) AZURIA HS,
VZE7-48, 1/2" (13.2 M) AIRSPACE, 1/4" (6 MM) CLEAR
HS, 0.045 (1.14 MM) CLEAR PVB, 0.045 (1.14 MM)
CLEAR PVB, 1/4" (6 MM) CLEAR HS.
08 81 00.0002 TYP. EXTERIOR IMPACT RESISTANT INSULATED
SPANDREL GLASS, 1 5/16" INSULATING LAMINATED
GLASS HS/HS/HS 1/4" (6 MM) SPANDREL GLASS
CERAMIC COATING (COLOR TO BE SELECTED BY
ARCHITECT AND OR BLUE FROST V1089). 1/2" (13.2
M) AIRSPACE, 1/4" (6 MM) CLEAR HS, 0.045 (1.14 MM)
CLEAR PVB, 0.045 (1.14 MM) CLEAR PVB, 1/4" (6 MM)
CLEAR HS.
09 20 00.A001 TYP. FINISH AS SCHEDULED.
09 22 16.CH06 TYP. 6" SHAFT WALL GALVANIZED METAL STUDS @
16" O.C.
09 29 62.0058 TYP. 5/8" GYPSUM WALL BOARD.
09 29 62.X001 TYP. 1" THICK TYPE 'X' GYPSUM WALL BOARD.
09 29 62.X58A TYP. ONE LAYER OF 5/8" TYPE 'X' DENS ARMOR
PLUS FIBERGUARD GYPSUM WALL BOARD.
09 90 00.A010 TYP. PAINT, SEE PAINT SCHEDULE.
09 96 46.0000 TYP. 2 HOUR INTUMESCENT COATING ON STEEL
PRE-ENGINEERED COLUMNS.
13 34 19.0200 TYP. PRE-ENGINEERED STRUCTURAL STEEL BEAM.
13 34 19.0600 TYP. PRE-ENGINEERED STRUCTURAL STEEL GIRT.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL STEEL
COLUMN.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL STEEL
PURLIN.
13 34 19.1501 TYP. EXTERIOR HANGAR WALL PRE-ENGINEERED
METAL VERTICAL WALL PANELS, 24 GAGE WITH
KYNAR PAINT. COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES COLORS. WALL
PANELS MUST MEET DESIGN LOAD REQUIREMENTS
AND FLORIDA PRODUCT APPROVAL AND OR NOA.
Keynote Legend
Key Text
02 24 00.A01 TYP. COMPACTED FILL, SEE SOILS REPORT FOR
COMPACTION RECOMMENDATIONS.
02 24 00.A02 TYP. FINISH GRADE, SEE CIVIL.
02 33 00.A01 TYP. CONCRETE PAVEMENT CROSS SECTION, SEE
CIVIL.
02 36 00.A01 TYP. SPRAY TERMITICIDE TO FORM LETHAL
BARRIER UNDER SLAB AND FOUNDATIONS.
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
03 30 00.A TYP. CONCRETE FOUNDATION, SEE STRUCTURAL.
03 30 00.A02 TYP. CONCRETE ISOLATION MEMBRANE, SEE
STRUCTURAL.
03 35 00.0001 TYP. CONCRETE FLOOR FINISH APPLICATION,
CURE- DENSIFIER- HARDENER SEALER.
05 41 00.6000 TYP. 18 GAUGE, 6" GALV METAL STUDS @ 16" O.C.
05 42 00.1200 TYP. 16 GAUGE, 12" GALV METAL JOIST @ 16" O.C.
07 21 16.0001 TYP. WOOL BLANKET INSULATION FULL DEPTH OF
METAL JOIST AND/OR STUD CAVITY.
07 21 16.0019 TYP. R-19 FIBERGLASS BATT INSULATION.
07 21 16.019A TYP. PRE-ENGINEERED ROOF BATT INSULATION,
R-19 BANDING SYSTEM- 1" STEEL BANDING STRIPS,
30" O.C. WITH 10" INSULATION BETWEEN PURLING
AND ROOF PANEL. PROVIDE WHITE REINFORCED
VINYL VAPOR BARRIER.
07 21 16.0030 TYP. PRE-ENGINEERED ROOF BATT INSULATION,
R-30 BANDING SYSTEM- 1" STEEL BANDING STRIPS,
30" O.C. WITH 5" INSULATION BETWEEN PURLINGS.
10" INSULATION BETWEEN PURLING AND ROOF
PANEL. PROVIDE WHITE REINFORCED VINYL VAPOR
BARRIER.
07 26 00.A01 TYP. ISOCYNE EXPANDED FOAM INSULATION AT
WALL SILL, OVERHANG/WALL INTERSECTION, AT
ALL OPENINGS AT JAMB, HEAD & SILL.
07 26 16.0001 TYP. 15 MILL "STEGO" VAPOR BARRIER WITH JOINTS
TAPERED.
08 43 13.0001 TYP. PRE-ENGINEERED 7 13/16 DEEP 1600 SYSTEM
ALUMINUM CURTAIN WALL SYSTEM.
1 1/2" = 1'-0"B3
ROOF INSULATION
DETAIL
R-19 @ HANGAR ROOF
AND OFFICE ROOF
R-11 @ OFFICE
ROOF ONLY
R-19 COMPRESSED
UNDER CHANNEL TO
KEEP INSULATION
CONTINUOUS
1
1
3
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 1/18/2019 Addendum 3
3 2/19/2019 Change Order CO#1
4 2/19/2019 Permit Review Comments4
3
3
3
3
3
3
3
3
3
3
3
HANGAR ROOF: R19
OFFICE ROOF: R30.
3
3
3
1
1
3
3
2
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
1'
-
4
"
M
I
N
.
09 22 16.T000
A6.0.5
D1
07 92 13.0000
05 41 00.6000
07 84 43.001109 22 16.T000
T.O. STEEL
12' - 0"
T.O. STUD
11' - 0"
T.O. SLAB
0' - 0"
T.O. CURB
0' - 6"
09 29 62.X58A
EACH SIDE
07 21 16.0001
13 34 19.1400
07 21 16.0001
09 90 00.A010
EACH SIDE
09 29 62.X58A09 29 62.X58A
EACH SIDE
03 35 00.0001
03 30 00.A05 03 21 00.0058
03 21 00.0038
7 1/4"
07 26 16.0001
02 24 00.A01
02 36 00.A01
03 30 00.A01
09 29 62.X58A
09 67 23.0000
07 84 00.0001
09 90 00.A01009 90 00.A010
EXPOSED CEILING
HANGAR FPER
2 6" STUD
UL - U419
2A
6" STUD,W/
GWB 1 SIDE
UL - U419
03 35 00.0001 09 67 23.0000
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
1'
-
4
"
M
I
N
.
05 41 00.6000
07 84 43.0011
09 22 16.T000
T.O. STUD
V.I.F.
T.O. SLAB
0' - 0"
07 21 16.0030
EACH SIDE
03 30 00.A01
13 34 19.1201
09 96 46.0000
BEYOND
ROOF
V.I.F.
LEAN -TO
T.O. PEMB
7
HANGAR OFFICE &
07 26 16.0001
-1' - 0"
T.O. FDN
03 30 00.A02
03 21 00.5002
03 30 00.A04
03 30 00.A03
09 22 16.T000
07 92 13.0000
EACH SIDE
09 90 00.A010
07 21 16.0001
07 84 00.0001
CEILING
10' - 0"
TENANT
FUTURE
09 51 23.0000
13 34 19.0600
13 34 19.1406
13 34 19.1501
10"
AL
I
G
N
03 35 00.0001
09 29 62.X58B
13 34 19.2400
07 21 16.0019
13 34 19.1400
13 34 19.1406
09 29 62.0058
3 6" STUD
UL - U419
3A
6" STUD W/
TILE 1 SIDE
UL - U419
RESTROOM
09 20 00.A001
06 54 00.0026
03 35 00.0001
09 29 62.X58B
3
(TYPE 3A - TILE AT RESTROOM SIDE ONLY)
09 90 00.A010
09 90 00.A010
A8.0.2
C3
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
1'
-
4
"
M
I
N
.
09 22 16.T000
A6.0.5
D1
07 92 13.0000
05 41 00.6000
07 84 43.001109 22 16.T000
T.O. STEEL
12' - 0"
T.O. STUD
11' - 0"
CEILING
8' - 0"
T.O. SLAB
0' - 0"
T.O. CURB
0' - 6"
09 51 23.0000
09 53 00.0001
09 29 62.X58A
EACH SIDE
07 21 16.0001
13 34 19.1400
07 84 00.0001
07 21 16.0001
09 90 00.A010
EACH SIDE
06 64 00.000106 64 00.0001
EACH SIDE
EACH SIDE
06 64 00.000106 64 00.0001
09 29 62.X58A
EACH SIDE
03 35 00.0001
03 30 00.A05 03 21 00.0058
03 21 00.0038
7 1/4"
07 26 16.0001
02 24 00.A01
02 36 00.A01
03 30 00.A01
09 29 62.X58A
09 67 23.0000
07 92 13.0000
HANGAR LOCKERS
JANITOR
STORAGE
1
1A
6" STUD
4" STUD
03 35 00.0001
UL - U419
UL - U419
06 64 00.0001
1B
6" STUD
FRP 1 SIDE
UL - U419
(TYPE 1B - FRP ON WET SIDE/ LOCKERS ONLY)
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
1'
-
4
"
T
Y
P
.
09 22 16.T000
A6.0.5
D1
05 41 00.4000
05 41 00.4001
07 26 16.0001
02 24 00.A01
02 36 00.A01
T.O. SLAB
0' - 0"
T.O. CURB
0' - 6"
09 22 16.T000
07 21 16.0001
EACH FACE
13 34 19.1400
13 34 19.2400 07 91 13.0001
07 21 16.0030
09 53 00.0001
09 51 23.0001
CEILING
ROOF
LEAN -TO
T.O. PEMB
VARIES
AS SCH.
09 90 00.A010
09 29 62.0058
09 51 23.0000
09 65 25.0001
09 30 62.0001
09 30 00.0001
PO
R
C
E
L
I
N
T
I
L
E
5'
-
0
"
T
Y
P
.
RESTROOM
& JANITOR
OFFICE
06 54 00.0026
06 54 00.0024
06 54 00.0026
10 06 20.1300
07 21 16.0001
09 65 25.0001
09 29 62.0058
09 29 62.0058
09 53 00.0001
09 30 00.0001
09 29 62.0058
SIM.
09 65 13.1301
03 30 00.A01
4
4" STUD
TILE 1 SIDE
NON-RATED
4A
4" STUD
FRP 1 SIDE
NON-RATED
(TYPE 4A - FRP @ JANITOR SIDE, IN LIEU OF TILE)
4
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
A6.0.5
D1
05 41 00.4001
07 26 16.0001
02 24 00.A01
02 36 00.A01
T.O. SLAB
0' - 0"
T.O. CURB
0' - 6"
EACH FACE
CEILING
ROOF
LEAN -TO
T.O. PEMB
VARIES
AS SCH.09 90 00.A010
IDF ROOM OFFICE
07 21 16.0001
09 65 36.0000
07 21 16.0030
09 22 16.T00009 65 13.1301
09 29 62.0058
1'
-
4
"
T
Y
P
.
09 22 16.T000
07 21 16.0001
07 91 13.0001
13 34 19.1400
13 34 19.2400
09 29 62.0058
AT
I
D
F
R
O
O
M
-
A
L
L
W
A
L
L
S
8'
-
0
"
T
Y
P
.
06 54 01.0034
09 53 00.0001
09 51 23.0001
03 30 00.A01
05 41 00.4000
ALL WALLS
IDF ROOM
SIM.
09 65 13.1301
4"
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
1'
-
4
"
M
I
N
.
07 21 16.0030
03 30 00.A01
13 34 19.1201
09 96 46.0000
BEYOND
HANGAR
OFFICE
WOMENS
RESTROOM
09 22 16.T000
09 30 00.0001
07 21 16.0001
07 84 00.0001
09 51 23.0000
13 34 19.0600
13 34 19.1406
13 34 19.0600
09 29 62.X001
09 29 62.X58B
13 34 19.0600
05 41 00.6000
13 34 19.1501
09 29 62.X58A
13 34 19.2400
13 34 19.1400
13 34 19.1406
07 21 16.0001
09 29 62.X58B
07 84 43.0011
13 34 19.1406
13 34 19.1406
13 34 19.0600
09 29 62.X58B
BOTH SIDES
09 22 16.T000
3B
6" STUD
(SHAFT WALL)
UL - U497
3B
7
T.O. SLAB
0' - 0"
-1' - 0"
T.O. FDN
CEILING
8' - 0"
T.O. STUD
V.I.F.
ROOF
V.I.F.
LEAN -TO
T.O. PEMB
PO
R
C
E
L
I
N
T
I
L
E
5'
-
0
"
T
Y
P
.
09 30 00.0001
09 65 25.0001
09 65 25.0001
A8.0.2
C3
03 35 00.0001
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
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SHEET NUMBER
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APPROVED BY:
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State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A6.0.4
MLM
DLM
MAM
MARCH 2019
WALL TYPES
MAM
3/4" = 1'-0"A2
WALL TYPE [2] -
RATED 1HR
3/4" = 1'-0"A3
WALL TYPE [3]-
RATED 2HR
3/4" = 1'-0"A1
WALL TYPE [1] -
RATED 1HR FRP
3/4" = 1'-0"C1
WALL TYPE [4]-TILE
OFFICE NON-RATED
Keynote Legend
Key Text
09 53 00.0001 TYP. CEILING SUSPENSION WIRE 9 GAUGE
AT 48" O.C. EACH WAY AND AT EACH
CORNER OF LIGHT FIXTURES, ACCESS
HATCHES, SPEAKERS AND OTHER CEILING
MOUNTED DEVICES.
09 65 13.1301 TYP. 4" VINYL COVE BASE, COLOR (BLACK).
09 65 25.0001 TYP. LARGE FORMAT 12' X 12" PORCELAIN
TILE COLOR #1 FOR WALLS AND COLOR #2
FOR FLOOR, COLOR TO BE SELECTED BY
ARCHITECT.
09 65 36.0000 TYP. STATIC DISSIPATIVE TILE SYSTEM.
09 67 23.0000 TYP. RESINOUS FLOORING AND BASE.
09 90 00.A010 TYP. PAINT, SEE PAINT SCHEDULE.
09 96 46.0000 TYP. 2 HOUR INTUMESCENT COATING ON
STEEL PRE-ENGINEERED COLUMNS.
10 06 20.1300 TYP. RESTROOM ACCESSORIES, SEE
INTERIOR ELEVATIONS & ACCESSORY
LEGEND.
13 34 19.0600 TYP. PRE-ENGINEERED STRUCTURAL STEEL
GIRT.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL STEEL
COLUMN.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL STEEL
PURLIN.
13 34 19.1406 TYP. PRE-ENGINEERED STRUCTURAL STEEL
CHANNEL.
13 34 19.1501 TYP. EXTERIOR HANGAR WALL
PRE-ENGINEERED METAL VERTICAL WALL
PANELS, 24 GAGE WITH KYNAR PAINT.
COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES
COLORS. WALL PANELS MUST MEET DESIGN
LOAD REQUIREMENTS AND FLORIDA
PRODUCT APPROVAL AND OR NOA.
13 34 19.2400 TYP. PRE-ENGINEERED METAL STANDING
SEAM ROOF PANEL, 24 GAGE WITH KYNAR
FINISH PAINT. COLOR WHITE, TO BE
SELECTED BY ARCHITECT FROM
MANUFACTURES COLORS. ROOF PANELS
MUST MEET BUILDING DESIGN LOAD
REQUIREMENTS AND FLORIDA PRODUCT
APPROVAL AND OR NOA.
Keynote Legend
Key Text
07 21 16.0001 TYP. WOOL BLANKET INSULATION FULL
DEPTH OF METAL JOIST AND/OR STUD
CAVITY.
07 21 16.0019 TYP. R-19 FIBERGLASS BATT INSULATION.
07 21 16.0030 TYP. PRE-ENGINEERED ROOF BATT
INSULATION, R-30 BANDING SYSTEM- 1"
STEEL BANDING STRIPS, 30" O.C. WITH 5"
INSULATION BETWEEN PURLINGS. 10"
INSULATION BETWEEN PURLING AND ROOF
PANEL. PROVIDE WHITE REINFORCED VINYL
VAPOR BARRIER.
07 26 16.0001 TYP. 15 MILL "STEGO" VAPOR BARRIER WITH
JOINTS TAPERED.
07 84 00.0001 TYP. FIRE STOPPING PENETRATIONS, SEE UL
ASSEMBLY.
07 84 43.0011 TYP. CONT. JOINT FIRESTOPPING @ CEILING.
07 91 13.0001 1" COMPRESSIBLE SEAL MATERIAL IN SPACE
BETWEEN ROOF AND WALL.
07 92 13.0000 TYP. SEALANT CONTINUOUS.
09 20 00.A001 TYP. FINISH AS SCHEDULED.
09 22 16.T000 TYP. GALV. MTL. STUD TRACK TO MATCH
DEPTH AND GA. OF STUD.
09 29 62.0058 TYP. 5/8" GYPSUM WALL BOARD.
09 29 62.X001 TYP. 1" THICK TYPE 'X' GYPSUM WALL
BOARD.
09 29 62.X58A TYP. ONE LAYER OF 5/8" TYPE 'X' DENS
ARMOR PLUS FIBERGUARD GYPSUM WALL
BOARD.
09 29 62.X58B TYP. TWO LAYERS OF 5/8" TYPE 'X' DENS
ARMOR PLUS FIREGUARD GYPSUM WALL
BOARD.
09 30 00.0001 TYP. SCHLUTER STAINLESS STEEL TILE
EDGE TRIM "JOLLY".
09 30 62.0001 TYP. 5/8" DUROCK TILE BACKER BOARD.
09 51 23.0000 TYP. MOISTURE RESISTANT 24" X 24"
ACOUSTICAL LAY IN TILE SUSPENSION
CEILING SYSTEM.
09 51 23.0001 TYP. FUTURE TENANT FIT OUT LAY IN
ACOUSTICAL CEILING, BY OTHERS.
Keynote Legend
Key Text
02 24 00.A01 TYP. COMPACTED FILL, SEE SOILS REPORT
FOR COMPACTION RECOMMENDATIONS.
02 36 00.A01 TYP. SPRAY TERMITICIDE TO FORM LETHAL
BARRIER UNDER SLAB AND FOUNDATIONS.
03 21 00.0038 TYP. HOOK SET IN EPOXY, SEE
STRUCTURAL.
03 21 00.0058 TYP. CONT. REINFORCEMENT BAR, SEE
STRUCTURAL.
03 21 00.5002 TYP. CONCRETE REINFORCEMENT BAR(S),
SEE STRUCTURE.
03 30 00.A01 TYP. CONCRETE SLAB, SEE STRUCTURAL.
03 30 00.A02 TYP. CONCRETE ISOLATION MEMBRANE, SEE
STRUCTURAL.
03 30 00.A03 TYP. SECOND CONCRETE SLAB POUR, SEE
STRUCTURAL.
03 30 00.A04 TYP. MONOLITHIC CONCRETE FOUNDATION,
SEE STRUCTURAL.
03 30 00.A05 TYP. 6" HIGH CONCRETE CURB.
03 35 00.0001 TYP. CONCRETE FLOOR FINISH
APPLICATION, CURE- DENSIFIER- HARDENER
SEALER.
05 41 00.4000 TYP. 18 GAUGE 4" GALV METAL STUDS @ 16"
O.C.
05 41 00.4001 TYP. 4" METAL STUD BRACE TO EACH
PURLIN, BRACE @ 4' -0" O.C.
05 41 00.6000 TYP. 18 GAUGE, 6" GALV METAL STUDS @ 16"
O.C.
06 54 00.0024 TYP. 2" X 4" P.T. NAILERS BETWEEN METAL
STUDS.
06 54 00.0026 TYP. 2" X 6" P.T. NAILERS BETWEEN METAL
STUDS.
06 54 01.0034 TYP. 3/4" FIRE RETARDENT PLYWOOD
PAINTED GREY. 8' HIGH.
06 64 00.0001 TYP. FRP .009" THICK (FIBER REINFORCED
PLASTIC) PANELS ADHERED TO BACKING;
5/8" DENS ARMOR PLUS FIREGUARD (TYPE
X), CLASS A FIRE RATING PER ASTM E-84
AND ALL TRIM ACCESSORIES "FM #2B242AM".
3/4" = 1'-0"C2
WALL TYPE [5]- OFFICE
IDF ROOM NON-RATED
3/4" = 1'-0"A4
WALL TYPE [3B]-SHAFT
WALL RATED 2HR
11
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO#1
2 2/19/2019 Permit Review Comments
2
1
1
1
1
1
1
1 1
1 1
1
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
A6.0.5
D1
05 41 00.4001
07 26 16.0001
02 24 00.A01
02 36 00.A01
T.O. SLAB
SIM.
T.O. CURB
0' - 6"
EACH FACE
CEILING
ROOF
LEAN -TO
T.O. PEMB
VARIES
AS SCH.09 90 00.A010
MECH ROOM OFFICE
07 21 16.0001
07 21 16.0030
09 22 16.T00009 65 13.1301
09 29 62.0058
1'
-
4
"
T
Y
P
.
09 22 16.T000
07 21 16.0001
07 91 13.0001
13 34 19.1400
13 34 19.2400
09 29 62.0058
09 53 00.0001
09 51 23.0001
05 41 00.4000
ELECT ROOM
09 65 13.1301
09 29 62.005809 29 62.0058
BOTH SIDES
6 4" STUD
NON-RATED
6
03 35 00.0000
ROOF DECK
PANELS
PURLIN
09 29 62.X58B
05 41 00.600005 41 00.6000
07 84 43.0011
09 22 16.T00009 22 16.T000
FILL VOID
CAVITY
MATERIAL
CEILING DEFLECTION
CHANEL FORMED FROM
14 GA STL. SIZED TO
ACCOMIDATE STUDS &
PROVIDED WITH 5"
FLANGES. CHANNEL
PERPENDICULAR TO
PURLINS ATTACHED W/ (2)
MIN NO.14 SELF TAPPING,
HEX HEAD SCREWS
2"
M
A
X
.
SEE UL - U419,
WALL TYPE 3 & 3A
BRIDGING
OF STUDS
12
"
T
O
C
E
N
T
E
R
TRACK PIECE
LOW VELOCITY
FASTENER, MIN.
16" OC; UNO.
INFILL STUD
SEE WALL
TYPES FOR
DEPTH AND
SPACING
CL
E
A
R
A
N
C
E
ED
G
E
CE
N
T
E
R
O
N
TR
A
C
K
CONCRETE CURB
REINFORCED WITH
CONT. # 4 BAR,
SEE STRUCTURAL
07 92 00.A03
07 62 00.Z11
07 62 00.Z10
07 92 00.A02
09 06 70.A00
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
1'
-
4
"
M
I
N
.
09 22 16.T000
A6.0.5
D1
07 92 13.0000
05 41 00.6000
07 84 43.001109 22 16.T000
T.O. STEEL
12' - 0"
T.O. STUD
11' - 0"
CEILING
8' - 0"
T.O. SLAB
0' - 0"
T.O. CURB
0' - 6"
09 51 23.0000
09 53 00.0001
09 29 62.X58A
EACH SIDE
07 21 16.0001
13 34 19.1400
07 21 16.0001
09 90 00.A010
EACH SIDE
06 64 00.000106 64 00.0001
EACH SIDE
06 64 00.0001
09 29 62.X58A
03 35 00.0001
03 30 00.A05
03 21 00.0058
03 21 00.0038
6 5/8"07 26 16.0001
02 24 00.A01
02 36 00.A01
03 30 00.A01
09 29 62.X58A
09 67 23.0000
HANGAR
03 35 00.0001 10" +/-
4 5/8".
07 92 13.0000
09 90 00.A010
LOCKER ROOM
7
7A
6" STUD
4" STUD
UL - U419
UL - U419
7 7A
09 29 62.X58A
09 67 23.0000
06 64 00.0001 06 64 00.0001
05 41 00.4000
09 22 16.T000
(P
L
A
N
V
I
E
W
)
(S
I
L
L
)
1'
-
4
"
M
I
N
.
09 22 16.T000
05 41 00.4000
CEILING
8' - 0"
T.O. SLAB
0' - 0"
09 51 23.0000
09 90 00.A010
09 65 25.0001
09 30 62.0001
09 65 25.0001
09 30 62.0001
RESTROOM RESTROOM
09 65 25.0001
CEILING
8' - 0"
OFFICE OFFICE
PO
R
C
E
L
I
N
T
I
L
E
5'
-
0
"
T
Y
P
.
6"6"
(H
E
A
D
)
EXPOSED TO
STRUCTURE ABOVE
05 41 00.4001
09 53 00.0001
09 51 23.0000
09 29 62.0058
09 30 00.0001
10 06 20.1300
06 54 00.0026
09 30 00.0001 09 30 00.0001
06 54 00.0024
10 06 20.1300
09 65 25.0001
09 30 00.0001
05 41 00.4000
09 22 16.T000
09 53 00.0001
05 41 00.4001
09 90 00.A010
09 29 62.0058
07 26 16.0001
02 24 00.A01
02 36 00.A01
03 30 00.A01
PO
R
C
E
L
I
N
T
I
L
E
5'
-
0
"
T
Y
P
.
(P
L
A
N
V
I
E
W
)
(H
E
A
D
)
(S
I
L
L
)
1'
-
4
"
T
Y
P
.
09 22 16.T000
A6.0.5
D1
05 41 00.4000
05 41 00.4001
07 26 16.0001
02 24 00.A01
02 36 00.A01
T.O. SLAB
0' - 0"
T.O. CURB
0' - 6"
09 22 16.T000
07 21 16.0001
EACH FACE
13 34 19.1400
13 34 19.2400 07 91 13.0001
07 21 16.0030
09 53 00.0001
09 51 23.0001
CEILING
ROOF
LEAN -TO
T.O. PEMB
VARIES
AS SCH.
09 90 00.A010
09 51 23.0000
09 65 25.0001
09 30 62.0001
09 30 00.0001
PO
R
C
E
L
I
N
T
I
L
E
5'
-
0
"
T
Y
P
.
RESTROOM JANITOR
06 54 00.0026
06 54 00.0024
06 54 00.0026
10 06 20.1300
07 21 16.0001
09 65 25.0001
09 29 62.0058
09 29 62.0058
09 53 00.0001
09 30 00.0001
SIM.
09 67 23.0000
03 30 00.A01
9
09 67 23.0000
07 92 13.0000
06 64 00.0001
09 30 62.0002
T.O. SLAB
0' - 0"
COLUMN WRAP
BEYOND
ALIGN
13 34 19.1201
BEYOND
08 43 13.0001
08 81 00.0001
08 81 00.0002
13 34 19.1502
BEYOND
03 30 00.A
09 20 00.A001
09 22 16.T000
07 21 16.0013
09 29 62.X001
09 22 16.CH04
09 29 62.005809 29 62.0058
KN
E
E
W
A
L
L
2'
-
7
1
/
2
"
V
.
I
.
F
.
10
OFFICE
NON RATED
10A
10
10A
4" STUD, W/ 1"
SHAFT WALL
4" STUD, W/
GWB 1 SIDE
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A6.0.5
MLM
DLM
MAM
MARCH 2019
WALL TYPES
MAM
Keynote Legend
Key Text
02 24 00.A01 TYP. COMPACTED FILL, SEE SOILS REPORT FOR COMPACTION
RECOMMENDATIONS.
02 36 00.A01 TYP. SPRAY TERMITICIDE TO FORM LETHAL BARRIER UNDER SLAB
AND FOUNDATIONS.
03 21 00.0038 TYP. HOOK SET IN EPOXY, SEE STRUCTURAL.
03 21 00.0058 TYP. CONT. REINFORCEMENT BAR, SEE STRUCTURAL.
03 30 00.A TYP. CONCRETE FOUNDATION, SEE STRUCTURAL.
03 30 00.A01 TYP. CONCRETE SLAB, SEE STRUCTURAL.
03 30 00.A05 TYP. 6" HIGH CONCRETE CURB.
03 35 00.0000 TYP. SEALED CONCRETE FLOOR FINISH.
03 35 00.0001 TYP. CONCRETE FLOOR FINISH APPLICATION, CURE- DENSIFIER-
HARDENER SEALER.
05 41 00.4000 TYP. 18 GAUGE 4" GALV METAL STUDS @ 16" O.C.
05 41 00.4001 TYP. 4" METAL STUD BRACE TO EACH PURLIN, BRACE @ 4' -0" O.C.
05 41 00.6000 TYP. 18 GAUGE, 6" GALV METAL STUDS @ 16" O.C.
06 54 00.0024 TYP. 2" X 4" P.T. NAILERS BETWEEN METAL STUDS.
06 54 00.0026 TYP. 2" X 6" P.T. NAILERS BETWEEN METAL STUDS.
06 64 00.0001 TYP. FRP .009" THICK (FIBER REINFORCED PLASTIC) PANELS
ADHERED TO BACKING; 5/8" DENS ARMOR PLUS FIREGUARD (TYPE X),
CLASS A FIRE RATING PER ASTM E-84 AND ALL TRIM ACCESSORIES
"FM #2B242AM".
07 21 16.0001 TYP. WOOL BLANKET INSULATION FULL DEPTH OF METAL JOIST
AND/OR STUD CAVITY.
07 21 16.0013 TYP. R-13 FIBERGLASS BATT INSULATION.
07 21 16.0030 TYP. PRE-ENGINEERED ROOF BATT INSULATION, R-30 BANDING
SYSTEM- 1" STEEL BANDING STRIPS, 30" O.C. WITH 5" INSULATION
BETWEEN PURLINGS. 10" INSULATION BETWEEN PURLING AND ROOF
PANEL. PROVIDE WHITE REINFORCED VINYL VAPOR BARRIER.
07 26 16.0001 TYP. 15 MILL "STEGO" VAPOR BARRIER WITH JOINTS TAPERED.
07 62 00.Z10 TYP. BRAKE ANODIZED ALUMINUM 'Z' FLASHING TO MATCH WINDOW.
07 62 00.Z11 TYP. TURN UP END AND SOLDER ALL CONNECTIONS.
07 84 43.0011 TYP. CONT. JOINT FIRESTOPPING @ CEILING.
07 91 13.0001 1" COMPRESSIBLE SEAL MATERIAL IN SPACE BETWEEN ROOF AND
WALL.
07 92 00.A02 TYP. BED OF SEALANT.
07 92 00.A03 TYP. SEALANT BED CONTINUOUS ALONG EDGE.
07 92 13.0000 TYP. SEALANT CONTINUOUS.
08 43 13.0001 TYP. PRE-ENGINEERED 7 13/16 DEEP 1600 SYSTEM ALUMINUM
CURTAIN WALL SYSTEM.
08 81 00.0001 TYP. EXTERIOR IMPACT RESISTANT INSULATED TINTED GLASS 1 5/16"
VZE7-48 INSULATING LAMINATED GLASS HS/HS/HS 1/4" (6 MM) AZURIA
HS, VZE7-48, 1/2" (13.2 M) AIRSPACE, 1/4" (6 MM) CLEAR HS, 0.045 (1.14
MM) CLEAR PVB, 0.045 (1.14 MM) CLEAR PVB, 1/4" (6 MM) CLEAR HS.
08 81 00.0002 TYP. EXTERIOR IMPACT RESISTANT INSULATED SPANDREL GLASS, 1
5/16" INSULATING LAMINATED GLASS HS/HS/HS 1/4" (6 MM) SPANDREL
GLASS CERAMIC COATING (COLOR TO BE SELECTED BY ARCHITECT
AND OR BLUE FROST V1089). 1/2" (13.2 M) AIRSPACE, 1/4" (6 MM)
CLEAR HS, 0.045 (1.14 MM) CLEAR PVB, 0.045 (1.14 MM) CLEAR PVB, 1/4"
(6 MM) CLEAR HS.
09 06 70.A00 SEE WALL TYPES FOR STRUCTURE AND FINISH TYPE.
09 20 00.A001 TYP. FINISH AS SCHEDULED.
09 22 16.CH04
09 22 16.T000 TYP. GALV. MTL. STUD TRACK TO MATCH DEPTH AND GA. OF STUD.
09 29 62.0058 TYP. 5/8" GYPSUM WALL BOARD.
09 29 62.X001 TYP. 1" THICK TYPE 'X' GYPSUM WALL BOARD.
09 29 62.X58A TYP. ONE LAYER OF 5/8" TYPE 'X' DENS ARMOR PLUS FIBERGUARD
GYPSUM WALL BOARD.
09 29 62.X58B TYP. TWO LAYERS OF 5/8" TYPE 'X' DENS ARMOR PLUS FIREGUARD
GYPSUM WALL BOARD.
09 30 00.0001 TYP. SCHLUTER STAINLESS STEEL TILE EDGE TRIM "JOLLY".
09 30 62.0001 TYP. 5/8" DUROCK TILE BACKER BOARD.
09 30 62.0002 TYP. 5/8" DENS ARMOR PLUS FIBER BOARD.
09 51 23.0000 TYP. MOISTURE RESISTANT 24" X 24" ACOUSTICAL LAY IN TILE
SUSPENSION CEILING SYSTEM.
09 51 23.0001 TYP. FUTURE TENANT FIT OUT LAY IN ACOUSTICAL CEILING, BY
OTHERS.
09 53 00.0001 TYP. CEILING SUSPENSION WIRE 9 GAUGE AT 48" O.C. EACH WAY AND
AT EACH CORNER OF LIGHT FIXTURES, ACCESS HATCHES, SPEAKERS
AND OTHER CEILING MOUNTED DEVICES.
09 65 13.1301 TYP. 4" VINYL COVE BASE, COLOR (BLACK).
09 65 25.0001 TYP. LARGE FORMAT 12' X 12" PORCELAIN TILE COLOR #1 FOR WALLS
AND COLOR #2 FOR FLOOR, COLOR TO BE SELECTED BY ARCHITECT.
09 67 23.0000 TYP. RESINOUS FLOORING AND BASE.
09 90 00.A010 TYP. PAINT, SEE PAINT SCHEDULE.
10 06 20.1300 TYP. RESTROOM ACCESSORIES, SEE INTERIOR ELEVATIONS &
ACCESSORY LEGEND.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL STEEL COLUMN.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL STEEL PURLIN.
13 34 19.1502 TYP. EXTERIOR WALL PRE-ENGINEERED METAL VERTICAL WALL
ACCENT PANELS, 24 GAGE WITH KYNAR PAINT. COLOR BLUE, TO BE
SELECTED BY ARCHITECT FROM MANUFACTURES COLORS. WALL
PANELS MUST MEET BUILDING DESIGN LOAD REQUIREMENTS AND
FLORIDA PRODUCT APPROVAL AND OR NOA.
13 34 19.2400 TYP. PRE-ENGINEERED METAL STANDING SEAM ROOF PANEL, 24
GAGE WITH KYNAR FINISH PAINT. COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES COLORS. ROOF PANELS MUST
MEET BUILDING DESIGN LOAD REQUIREMENTS AND FLORIDA
PRODUCT APPROVAL AND OR NOA.
3/4" = 1'-0"A1
WALL TYPE [6]- OFFICE
MEP RM'S NON-RATED
1 1/2" = 1'-0"D2 HEAD OF 2HR WALL
1" = 1'-0"D1
TYP. FRAMING CURB
FASTENER DETAIL
1 1/2" = 1'-0"C1
TYP. WINDOW
FLASHING DETAIL
3/4" = 1'-0"A2
WALL TYPE[7] HANGAR
CHASE RATED 1HR
3/4" = 1'-0"C3
WALL TYPE [8]- OFFICE
CHASE NON RATED
3/4" = 1'-0"A3
WALL TYPE [9]-FRP
OFFICE NON-RATED
3/4" = 1'-0"C2
WALL TYPE [10] -
KNEEWALL
NO.DATE DESCRIPTION
1 1/18/2019 Addendum 3
2 2/19/2019 Change Order CO#1
3 2/19/2019 Permit Review Comments
3
2
2
2
2
2
2
2
1
Assembly Information
Floor and Ceiling Runners
(Not shown) — For use with Item 2 - Channel shaped, fabricated from min 25 MSG
corrosion-protected steel, min depth to accommodate stud size, with min 1-1/4 in. long
legs, attached to floor and ceiling with fasteners 24 in. OC max.
Steel Studs
Channel shaped, fabricated from min 25 MSG corrosion-protected steel, min depth as
indicated under Item 5, spaced a max of 24 in. OC. Studs to be cut 3/8 to 3/4 in. less
than assembly height.
UL DESIGN NO.
U419
Nonbearing Wall Ratings — 1, 2, 3 or 4 Hr
(See Items 4 & 5)
Wood Structural Panel Sheathing
(Optional, For use with Item 5 Only.) - (Not Shown) - 4 ft wide, 7/16 in. thick oriented
strand board (OSB) or 15/32 in. thick structural 1 sheathing (plywood) complying with
DOC PS1 or PS2, or APA Standard PRP-108, manufactured with exterior glue,
applied horizontally or vertically to the steel studs. Vertical joints centered on studs,
and staggered one stud space from wallboard joints. Attached to studs with flat-head
self-drilling tapping screws with a min. head diam. of 0.292 in. at maximum 6 in. OC.
in the perimeter and 12 in. OC. in the field. When used, fastener lengths for gypsum
panels increased by min. 1/2 in.
Batts and Blankets*
(Required as indicated under Item 5) — Mineral wool batts, friction fitted between
studs and runners. Min nom thickness as indicated under Item 5. See Batts and
Blankets (BKNV or BZJZ) Categories for names of Classified companies.
Gypsum Board*
Gypsum panels with beveled, square or tapered edges, applied vertically or
horizontally. Vertical joints centered over studs and staggered one stud cavity on
opposite sides of studs. Vertical joints in adjacent layers (multilayer systems)
staggered one stud cavity. Horizontal joints need not be backed by steel framing.
Horizontal edge joints and horizontal butt joints on opposite sides of studs need not
be staggered. Horizontal edge joints and horizontal butt joints in adjacent layers
(multilayer systems) staggered a min of 12 in. The thickness and number of layers for
the 1 hr, 2 hr, 3 hr and 4 hr ratings are as follows:
Gypsum Board Protection on
Each Side of Wall
Rating, Hr
Min
Stud
Depth,
in.
Items 2
No. of
Layers
& Thkns
of Panel
Min
Thkns of
Insulation
(Item 4)
1 3 1/2 1 layer, 5/8 in. thick Optonal
1 2 1/2 1 layer, 1/2 in. thick 1-1/2 in
1 1 5/8 1 layer, 3/4 in. thick Optonal
2 1 5/8 2 layers, 1/2 in. thick Optonal
2 1 5/8 2 layers, 5/8 in. thick Optonal
2 3 1/2 1 layer, 3/4 in. thick 3 in
3 1 5/8 3 layers, 1/2 in. thick Optonal
3 1 5/8 2 layers, 3/4 in. thick Optonal
3 1 5/8 3 layers, 5/8 in. thick Optonal
4 1 5/8 4 layers, 5/8 in. thick Optonal
4 1 5/8 4 layers, 1/2 in. thick Optonal
4 2 1/2 2 layers, 3/4 in. thick 2 in
*Bearing the UL Classification Mark Last Updated on 2015-05-28
Fasteners
— (Not shown) — For use with Items 2 and 2F - Type S or S-12 steel screws used to
attach panels to studs (Item 2) or furring channels (Item 7). Single layer systems: 1 in.
long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4 in. thick panels, spaced 8
in. OC when panels are applied horizontally, or 8 in. OC along vertical and bottom
edges and 12 in. OC in the field when panels are applied vertically. Two layer
systems: First layer- 1 in. long for 1/2 and 5/8 in. thick panels or 1-1/4 in. long for 3/4
in. thick panels, spaced 16 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick
panels or 2-1/4 in. long for 3/4 in. thick panels, spaced 16 in. OC with screws offset 8
in. from first layer.Three-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick
panels, spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels,
spaced 24 in. OC. Third layer- 2-1/4 in. long for 1/2 in., 5/8 in. thick panels or 2-5/8 in.
long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer
below. Four-layer systems: First layer- 1 in. long for 1/2 in., 5/8 in. thick panels,
spaced 24 in. OC. Second layer- 1-5/8 in. long for 1/2 in., 5/8 in. thick panels, spaced
24 in. OC. Third layer- 2-1/4 in. long for 1/2 in. thick panels or 2-5/8 in. long for 5/8 in.
thick panels, spaced 24 in. OC. Fourth layer- 2-5/8 in. long for 1/2 in. thick panels or 3
in. long for 5/8 in. thick panels, spaced 12 in. OC. Screws offset min 6 in. from layer
below.
Furring Channels
(Optional, not shown, for single or double layer systems) — Resilient furring channels
fabricated from min 25 MSG corrosion-protected steel, spaced vertically a max of 24
in. OC. Flange portion attached to each intersecting stud with 1/2 in. long Type S-12
steel screws. Not for use with Item 5A and 5E.
Joint Tape and Compound
Vinyl or casein, dry or premixed joint compound applied in two coats to joints and
screw heads of outer layers. Paper tape, nom 2 in. wide, embedded in first layer of
compound over all joints of outer layer panels. Paper tape and joint compound may
be omitted when gypsum panels are supplied with a square edge.
Siding, Brick or Stucco
(Optional, not shown) — Aluminum, vinyl or steel siding, brick veneer or stucco,
meeting the requirements of local code agencies, installed over gypsum panels. Brick
veneer attached to studs with corrugated metal wall ties attached to each stud with
steel screws, not more than each sixth course of brick.
Caulking and Sealants*
(Optional, not shown) — A bead of acoustical sealant applied around the partition
perimeter for sound control.
UL DESIGN NO.
U497
Nonbearing Wall Ratings — 2 Hr
1.Channel Track — "J" -shaped channel, 2-1/2 in. deep with unequal legs of 1 in. and 2
in., fabricated from No. 25 MSG galv steel. Channel positioned with short leg toward
finished side of wall. Channel attached to structural supports with steel fasteners located
not greater than 2 in. from ends and not greater than 24 in. OC.
2.Steel Studs — "I" -shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide, fabricated from
min 25 MSG galv steel. Cut to lengths 1/2 in. less than floor to ceiling height and spaced 24
in. OC.
2A. Steel Studs — (Not Shown) — "C-H" -shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide,
fabricated from min 25 MSG galv steel. Cut to lengths 1/2 in. less than floor to ceiling height
and spaced 24 in. OC.
2B. Steel Studs — (Not Shown) — "C-T" - shaped studs, min 2-1/2 in. deep by 1-1/2 in. wide,
fabricated from min 25 MSG galv steel. Cut to lengths 1/2 in. less than floor to ceiling height
and spaced 24 in. OC.
2C. Furring Channels — (Optional, not shown) - Resilient furring channels fabricated from
min. 25 MSG corrosion protected steel, installed horizontally, and spaced vertically a max.
24 in. OC. Flange portion of channel attached to each intersecting stud on side of stud
opposite the 1 in. liner panels with 1/2 in. long Type S or S-12 pan-head steel screws. When
furring channels are used, wallboard to be installed vertically.
3.Gypsum Board* — 1 in. thick gypsum wallboard liner panels, supplied in nom 24 in.
widths. Panels cut 1 in. less in length than floor to ceiling heights. Vertical edges inserted in
"I" studs. Free edge of end panels attached to long leg of channel track with 1-5/16 in. long
Type S self-drilling, self-tapping bugle head steel screws spaced 1 in. in from both edges.
NATIONAL GYPSUM CO — Types FSW, FSW-B, FSW-7, FSW-9
4.Gypsum Board* — 1/2 in. thick, 4 ft wide wallboard applied vertically in two layers.
Inner or base layer attached to studs with 1 in. long Type S self-drilling, self-tapping bugle
head steel screws spaced 24 in. OC along the edges and in the field of the boards. Outer or
face layer attached to studs and channel track with 1-5/8 in. long Type S self-drilling,
self-tapping bugle head steel screws spaced 12 in. along the edges and in the field of the
boards, staggered from screws in inner layer. When Furring Channels (Item 2C) are used,
inner or base layer attached to furring channels with 1 in. long Type S self-drilling,
self-tapping bugle head steel screws. Outer or face layer attached to furring channels with
1-5/8 in. long Type S self-drilling, self-tapping bugle head steel screws spaced 12 in. OC and
staggered 12 in. from base layer screws. Joints between inner and outer layers staggered.
Outer layer joints covered with paper tape and joint compound. Exposed screw heads
covered with joint
compound.AMERICAN GYPSUM CO — Type AG-C
CERTAINTEED GYPSUM INC — Type C.
CGC INC — Types C, IP-X2, IPC-AR
CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC-C/A
GEORGIA-PACIFIC GYPSUM L L C — Types DAPC, TG-C
NATIONAL GYPSUM CO — Types eXP-C, FSK-C, FSW-G, FSW-C, FSMR-C.
PANEL REY S A — Type PRC
THAI GYPSUM PRODUCTS PCL — Type C.
UNITED STATES GYPSUM CO — Types C, IP-X2, IPC-AR.
USG BORAL ZAWAWI DRYWALL L L C SFZ — Type C
USG MEXICO S A DE C V — Types C, IP-X2, IPC-AR.
4A. Gypsum Board* — (As an alternate to Item 4) — 5/8 in. thick. Two layers installed as
described in Item 4.
NATIONAL GYPSUM CO — Types eXP-C, FSMR-C, FSK, FSK-C, FSK-G, FSL, FSW-C,
FSW-G, FSW, FSW-3, FSW-5, FSW-6, and FSW-8
4B. Gypsum Board* — (As an alternate to Items 4 and 4A) — Nominal 5/8 in. thick, 4 ft wide
panels, two layers applied vertically only and secured as described in Item 4.
NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board
5.Batts and Blankets* — (Optional, not shown)-Mineral wool or glass fiber batts partially
or completely filling stud cavity. Any mineral wool or glass fiber batt bearing the UL
Classification Marking as to Fire Resistance. See Batts and Blankets (BZJZ) category for
names of Classified companies.
Assembly Information
FL 12400 129.11 - IRFS 07 2018.08.06
SINGLE HM DOOR & FRAME W/ PANIC DEVICE -
STEELCRAFT /VON DUPRIN:
FLORIDA PRODUCT APPROVALS
SINGLE HM DOOR & FRAME W/ CYLINDRICAL (3/4" THROWS) AND
MORTISE LOCK - STEELCRAFT /SCHLAGE:
FL 12400 129.11 - IRF 07 2018.08.06
PAIR OF HM DOOR & FRAME - STEELCRAFT /SCHLAGE:
FL 12400 129.11 - IRFD 07 SS 2018.08.06
OVERHEAD COIL DOOR - COOKSON:FL 18 375 R1 II - 18012504
LOUVERS - GREENHECK:FL 19277.1 (NOA NO. 15- 0415.05)
CURTAIN WALLS - KAWNEER:FL 5388.4
STOREFRONT DOOR - KAWNEER:FL 8786.3
METAL WALL PANEL - MBCI/MESCO (24 GAGE):FL 11917-R3
METAL ROOF PANEL - MBCI/MESCO:
MANUFACTURER WITH ENGINEER SIGN/SEALED SHOP DRAWINGS)
(NOA TO BE ISSUED BY PEMB
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A6.0.6
MLM
DLM
MAM
MARCH 2019
WALL TYPE - UL
ASSEMBLIES
MAM
N.T.S.A1
1 HR WALL -
"UL 419"
N.T.S.2A
2 HR SHAFT WALL -
"UL 497"
N.T.S.3A
RATED WALL TO
METAL ROOF
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO#1
2 2/19/2019 Permit Review Comments
2
1
A
WIDTH AS SCHEDULED
HE
I
G
H
T
A
S
S
C
H
E
D
U
L
E
D
B
WIDTH AS SCHEDULED
HE
I
G
H
T
A
S
S
C
H
E
D
U
L
E
D
DOOR TYPE LEGEND
EXTERIOR GRADE GALV.
HOLLOW METAL DOOR
WITH INSULATED CORE
EXTERIOR GRADE GALV.
HOLLOW METAL DOOR
WITH INSULATED CORE
E
INTERIOR GRADE GALV.
HOLLOW METAL DOOR
WITH INSULATED CORE
C
WIDTH AS SCHEDULED
HE
I
G
H
T
A
S
S
C
H
E
D
U
L
E
D
INTERIOR GRADE GALV.
HOLLOW METAL DOOR
WITH INSULATED CORE
FIRE RATED
D
NOT USED
F
EXTERIOR GRADE GALV.
HOLLOW METAL DOOR
WITH INSULATED CORE
WIDTH AS SCHEDULED
HE
I
G
H
T
A
S
S
C
H
E
D
U
L
E
D
WIDTH AS SCHEDULED
HE
I
G
H
T
A
S
S
C
H
E
D
U
L
E
D
WIDE STILE
GL-1 IMPACT
RESISTANT
INSULATED
TINTEN GLASS
ALUM. PULL
& PUSH
ANODIZED
CLEAR
ALUM.
WIDTH AS SCHEDULED
HE
I
G
H
T
A
S
S
C
H
E
D
U
L
E
D
OVERHEAD COIL DOOR
INSULATED, GALV. SLATS,
FACTORY PAINTED.
G IH
NOT USED
BOTTOM ROLLING - FLOATING GROUP
FULL RUN TRACK DOOR SYSTEM.
44
'
-
0
"
M
I
N
.
H
E
I
G
H
T
HANGAR METAL
SIDING, COLOR
BY ARCHITECT
170' -0" JAMB OPENING
ALL STEEL SHOP
PRIMED, & TOP
COAT PAINT
FINISH. COLOR
BY ARCHITECT
POWER
OPERATORS AT
DOOR # 1,4,5 & 8
PANEL
#5
PANEL
#6
PANEL
#7
PANEL
#8
PANEL
#4
PANEL
#3
PANEL
#2
PANEL
#1
PANEL STEEL: HOT ROLLED
SECTION FRAMING & LIGHT
GAUGE STEEL GIRTS
BASIS OF DESIGN: DOOR SYSTEM
ENGINEERED TO WIND LOAD OF 160 MPH,
EXPOSURE C, IMORTANCE FACTOR OF 1.0.
BOTTOM RAILS TO BE 30# ASCE RAIL
AT 182' - 0", EXTENDED (6' - 0") PAST
EACH SIDE OF DOOR OPENING
A1
A7.0.3
A3
A7.0.3
A2
A7.0.3
D1
A7.0.4
D2
A7.0.4
* NOTE: BI- DIRECTIONAL STACKED OPENING SHOW;
DOOR SHALL ALSO BE CAPABLE OF ALL PANELS
STACKED LEFT AND ALL PANELS STACKED RIGHT.
********
I II
DOOR WIDTH
SCHEDULED
DO
O
R
H
E
I
G
H
T
SC
H
E
D
U
L
E
D
2"
2"2"
DOOR WIDTH
SCHEDULED
DO
O
R
H
E
I
G
H
T
SC
H
E
D
U
L
E
D
2"
2"2"
FRAME TYPE LEGEND
PROVIDE 5 ANCHORS
PER JAMB
SET AT EQ. SPACING
FRAME LABLED UL.
DOOR WIDTH
SCHEDULED
DO
O
R
H
E
I
G
H
T
SC
H
E
D
U
L
E
D
2"
2"2"
GALV.
HM
GALV.
HM
DO
O
R
H
E
I
G
H
T
SC
H
E
D
U
L
E
D
DOOR WIDTH
SCHEDULED
DO
O
R
H
E
I
G
H
T
SC
H
E
D
U
L
E
D
VIV
ELECTRIC
MOTOR
PAINTED GALV.
COIL BOX
CHAIN
GALV. STEEL
ANGLE TRACK
DO
O
R
H
E
I
G
H
T
SC
H
E
D
U
L
E
D
3"
1'
-
7
1
/
2
"
3"
3
3
/
4
"
DOOR WIDTH
SCHEDULED
PROVIDE 5 ANCHORS
PER JAMB
SET AT EQ. SPACING
3"3"3"3"
GL-1
ALUM. INNER
FRAME
ALUM. CURTAIN
WALL
D1
A7.0.3
D2
A7.0.3
D3
A7.0.3
B1
A7.0.3
B2
A7.0.3
B3
A7.0.3
C2
A7.0.3
D3
A7.0.4
A1
A7.0.4
III
BASE TRACK
MATCH
STUD
DEPTH
ADDITIONAL
ANCHORAGE
JAMB, BACK TO
BACK STUD
TRACK PIECE
CRIPPLE STUD
INFILL STUD
HEADER
TRACK PIECE
WIDTH
A
S
S
C
H
E
D
U
L
E
D
HE
I
G
H
T
A
S
S
C
H
E
D
U
L
E
D
NOTE:EACH D0OR TO HAVE (5) FIVE ANCHORS PER JAMB UON
1'-6"
(MINIMUM CLEARANCE
REQUIREMENT ON
PULL SIDE OF DOOR)
1'-0"
(MINIMUM CLEARANCE
REQUIREMENT ON
PUSH SIDE OF DOOR)
AS SCHEDULED
TYP.
4" U.N.O.
DOOR WIDTH
AS SCHEDULED
60
"
T
O
N
E
A
R
E
S
T
'O
B
S
T
R
U
C
T
I
O
N
48
"
T
O
N
E
A
R
E
S
T
OB
S
T
R
U
C
T
I
O
N
SEE PLAN FOR
WALL TYPE
NOTE:MINIMUM CLEARANCES TO OBSTRUCTIONS SHOWN
FOR FRONTAL APPROACH. SEE FBC: ACCESSIBILITY FOR
ALTERNATE DOOR APPROACH CLEARANCES
SEE PLAN FOR
WALL TYPE
CONC UNFINISHED CONCRETE
SC SEALED CONCRETE
PT PORCELAIN FLOOR TILE, 12" X 12"
CH CONCRETE HARDENER SEALER
SDT STATIC DISSIPATIVE TILE SYSTEM
RSF RESINOUS EPOXY FLOORING
WALLS:
EXP EXPOSED
GWB GYPSUM WALLBOARD
CT CERAMIC TILE
PT PORCELAIN WALL TILE, 12" X 12"
CB CEMENT BOARD
FRP FIBER REINFORCED PLASTIC PANELS
FRT FIRE RETARDENT PLYWOOD
BASE:
VIN VINYL BASE - 6"
EP RESINOUS EPOXY FLOORING
GWB GYPSUM WALLBOARD CEILING
EXP EXPOSED TO STRUCTURE
EXP-I EXPOSED TO STRUCTURE, INSULATED
ACT ACOUSTICAL LAY-IN CEILING TILE, 24" X 24"
ACT-M ACOUSTICAL LAY-IN CEILING TILE, 24" X 24"
MOISTURE RESISTANT
WALL FINISHES
CEILING FINISHES
FLOOR FINISHES
ROOM FINISH LEGEND
P-1 PAINT- COLOR WHITE
P-2 PAINT- COLOR GREY
PAINT FINISHES
GL-1 IMPACT RESISTANT INSULATED TINTED GLASS
GL-2 NOT USED
GL-3 IMPACT RESISTANT INSULATED SPANDREL
GLASS
GLASS TYPES
MP-1 PRE-ENGINNEERED METAL VERTICAL WALL
PANEL, 24 GAGE, COLOR BY ARCHITECT.
MP-2 PRE-ENGINNERED VERTICAL WALL ACCENT
PANEL, 24 GAGE, COLOR BY ARCHITECT.
MP-3 PRE-ENGINNEERED METAL ROOF PANEL.
METAL PANEL
6' - 0"
II
BOD: GREENHECK EVH-501D
6'
-
0
"
III
7' - 0"
BOD: GREENHECK EVH-501D
7'
-
0
"
VARIES
l
BOD: GREENHECK EVH-501D
VA
R
I
E
S
LOUVER TYPE LEGEND
L-10, L-11, L-12, L-13
L-15 (FIRE PUMP BLDG.)L-3, L-4, L-5, L-6L-1, L-2, L-7, L-14, L-16
L-8, L-9 (FIRE PUMP BLDG.)
REFER TO MECHANICAL LOUVER
SCHEDULE FOR MORE INFO & SIZES.
D4
A7.0.3
C3
A7.0.3
C4
A7.0.3
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A7.0.1
MLM
DLM
MAM
MARCH 2019
DOOR / ROOM
FINISH SCHEDULE
AND DETAILS
MAM
DOOR SCHEDULE
DOOR
NUMBER
DOOR
Fire
Rating HT
FRAME THRESHOLD HARDW
ARE
SET REMARKSTYPE
#
LEAF MAT WIDTH TYPE MAT
DETAIL
DETAIL MATHEADJAMB
100A I 8 Steel 190' - 0"44' - 0"MANF MANF D1/A7.0.4 D2/A704 D3/A7.04 -BOTTOM ROLLING- FLOATING GROUP DOOR SYSTEM, EIGHT (8)
PANELS, CLEAR OPENING 139'-0" MIN.
100B A 1 HM 3' - 0"7' - 0"I HM D1/A7.0.3 D2/A703 D3/A7.03 ALUM 3
100C A 1 HM 3' - 0"7' - 0"I HM D1/A7.0.3 D2/A703 D3/A7.03 ALUM 3
100D G 1 MTL SLATS 16' - 0"14' - 0"V GALV STL A1/A7.0.3 A2/A703 A3/A7.03 Steel -HANGAR OVERHEAD INSULATED SLAT COIL DOOR, PAINTED
100E A 1 HM 3' - 0"7' - 0"I HM D1/A7.0.3 D2/A703 D2/A7.03 ALUM 3
100F A 1 HM 3' - 0"7' - 0"I HM D1/A7.0.3 D2/A703 D2/A7.03 ALUM 3
100G A 1 HM 3' - 0"7' - 0"I HM D1/A7.0.3 D2/A703 D2/A7.03 ALUM 3
101A C 1 HM 3' - 0"45 MIN 7' - 0"III HM C1/A7.0.4 C2/A704 C3/A7.04 ALUM 9
101B B 2 HM 6' - 0"6' - 10"II HM D1/A7.0.3 D2/A703 D3/A7.03 ALUM 4
103 C 1 HM 3' - 0"45 MIN 7' - 0"III HM B1/A7.0.4 B2/A704 B3/A7.04 ALUM 8
104 E 1 HM 3' - 0"7' - 0"I HM B1/A7.0.3 B2/A703 B3/A7.03 ALUM 7
105 C 1 HM 3' - 0"45 MIN 7' - 0"III HM B1/A7.0.4 B2/A704 B2/A7.04 ALUM 8
106 E 1 HM 3' - 0"7' - 0"I HM B1/A7.0.3 B2/A703 B3/A7.03 ALUM 7
107 C 1 HM 2' - 6"45 MIN 7' - 0"III HM B1/A7.0.4 B2/A704 B3/A7.04 ALUM 9
108 C 1 HM 2' - 6"45 MIN 7' - 0"III HM B1/A7.0.4 B2/A704 B3/A7.04 ALUM 9
109A,B,C A 1 HM 3' - 0"6' - 8"I HM D1/A7.0.3 D2/A703 D3/A7.03 ALUM 5 OFF SITE PEMB - FIRE PUMP BUILDING (3) PERSONAL DOORS
109D,E G 1 MTL SLATS 6' - 0"10' - 0"V GALV STL A1/A7.0.3 A2/A703 A3/A7.03 Steel -OFF SITE PEMB (2) OH INSULATED SLAT COIL DOORS, PAINTED
110A F 1 ALUM 3' - 0"7' - 6 3/4"IV ALUM C1/A7.0.3 C2/A703 C2/A7.03 ALUM 1
110B F 1 ALUM 3' - 0"7' - 6 3/4"IV ALUM C1/A7.0.3 C2/A703 C2/A7.03 ALUM 1
110C C 1 HM 3' - 0"90 MIN 7' - 0"III HM C1/A7.0.4 C1/A704 C3/A7.04 ALUM 2
111 E 1 HM 3' - 0"7' - 0"I HM B1/A7.0.3 B2/A703 B3/A7.03 ALUM 7
112 E 1 HM 3' - 0"7' - 0"I HM B1/A7.0.3 B2/A703 B3/A7.03 ALUM 7
113 E 1 HM 2' - 6"7' - 0"I HM B1/A7.0.3 B2/A703 B3/A7.03 ALUM 7
114 A 1 HM 3' - 0"6' - 8"I HM D1/A7.0.3 D2/A703 D3/A7.03 ALUM 5
115 B 2 HM 6' - 0"6' - 10"II HM D1/A7.0.3 D2/A703 D3/A7.03 ALUM 4
116 E 1 HM 3' - 0"7' - 0"I HM B1/A7.0.3 B2/A703 B3/A7.03 ALUM 6
ROOM FINISH SCHEDULE
Number ROOM FLOOR FIINISH BASE FINISH WALL FINISH CEILING FINISH
CEILING
HEIGHT REMARKS
0' - 0"
100 MRO HANGER CONC. HARDENER NONE EXPOSED EXPOSED / INSLUATED 57' - 2"CEILING HEIGHT VARIES, SOUTH WALL INSULATED
101 FPER EPOXY EPOXY GWB / P-1 GWB / P-1 11' - 0"FIRE PUMP EQUIPMENT ROOM
103 WOMENS LOCKERS EPOXY EPOXY GWB / FRP / P-1 ACT MOISTURE RESISTANT 8' - 0"
104 WOMENS SHOWER EPOXY EPOXY GWB / FRP / P-1 ACT MOISTURE RESISTANT 8' - 0"
105 MENS LOCKERS EPOXY EPOXY GWB / FRP / P-1 ACT MOISTURE RESISTANT 8' - 0"
106 MENS SHOWER EPOXY EPOXY GWB / FRP / P-1 ACT MOISTURE RESISTANT 8' - 0"
107 JANITOR EPOXY EPOXY GWB / FRP / P-1 ACT MOISTURE RESISTANT 10' - 0"
108 STORAGE EPOXY EPOXY CT CB ACT MOISTURE RESISTANT 10' - 0"
109 FIRE PUMP BUILDING CONCRETE NONE EXPOSED EXPOSED 12' - 0"OFF SITE PEMB - FIRE PUMP BUILDING
110 OFFICE CONCRETE NONE GWB / P-1 EXPOSED / INSLUATED 10' - 0"FUTURE TENANT FIT OUT CEILING BY OTHERS
111 WOMENS RM PORCELAIN TILE PORCELAIN TILE CT CB ACT 10' - 0"
112 MENS RM PORCELAIN TILE PORCELAIN TILE CT CB ACT 10' - 0"
113 JANITOR EPOXY EPOXY GWB / FRP / P-1 ACT MOISTURE RESISTANT 10' - 0"
114 ELECT SEALED CONCRETE VINYL GWB / P-1 EXPOSED 10' - 0"
115 MECH SEALED CONCRETE VINYL GWB / P-1 EXPOSED 10' - 0"
116 IDF SDT VINYL GWB / FRT / P-2 EXPOSED 10' - 0"FIRE RETARDENT PLYWOOD AT ALL WALLS, 8' HIGH
1" = 1'-0"A1
Typical Door Framing
Detail
3/4" = 1'-0"C1
Typical Door Mounting
Detail
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO#1
2 2/19/2019 Permit Review Comments
2
1
1
1
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A7.0.1.1
MLM
DLM
MAM
MARCH 2019
HANGAR DOOR
GEOMETRY
MAM
HANGAR DOOR - FLOATING DOOR
RIGHT POSITIONC1
HANGAR DOOR - FLOATING GROUP CLOSED
(4) TRACK SYSTEM (8) DOOR PANELSC2
HANGAR DOOR - FLOATING DOOR
LEFT POSITIONA1
HANGAR DOOR - BI-PARTING
OPEN DOOR POSITIONA2
1 1
11
1 1
1 1
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 2/19/2019 Permit Review Comments
2
T.O. SLAB
0' - 0"
1
10
'
-
0
"
C2
A8.0.2 1" / 1'-0"
C1
A8.0.2
FRAME
37' - 9"
TYPICAL
3' - 9"
37' - 9"
3"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3"3"3"3"3"3"3"3"3"3"
FR
A
M
E
10
'
-
0
"
3"2'
-
1
1
/
2
"
.
1'
-
7
1
/
2
"
.
5'
-
3
"
3"
3"
3"
5'
-
6
"
2'
-
0
"
2'
-
6
"
7'
-
6
3
/
4
"
3' - 0"
7'
-
1
0
3
/
4
"
8 1/2"
B
08 43 13.0001
08 43 13.0002
08 43 13.0001 A1
A7.0.4
A3
A7.0.4
A4
A7.0.4
D3
A7.0.4
A2
A7.0.4
C1
A7.0.3
08 81 00.0002
08 81 00.0002 08 81 00.0001
3' - 6"
FRAME
60' - 3"8 1/2"
3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3' - 6"3"3"3"3"3"3"3"3"3"3"3"3"3"3"3"3"3"
60' - 3"
3' - 0"
TYPICAL
3' - 9"
2'
-
6
"
5'
-
6
"
2'
-
0
"
3"
2'
-
1
1
/
2
"
.
3"
5'
-
3
"
3"
1'
-
7
1
/
2
"
.
3"
7'
-
6
3
/
4
"
7'
-
1
0
3
/
4
"
FR
A
M
E
10
'
-
0
"
A
A4
A7.0.4
D3
A7.0.4
C1
A7.0.3
A1
A7.0.4
A2
A7.0.4
C1
A7.0.3
08 81 00.0002
08 81 00.0002 08 81 00.0001
D
14
'
-
0
"
16' - 0"
7'
-
0
"
A2
A7.0.3
A3
A7.0.3
100D
08 33 23.0000
A1
A7.0.3
T.O. SLAB
0' - 0"
A
10
'
-
0
"
4' - 0"
HANGAR DOOR CLEAR OPENING
170' - 0"
HA
N
G
A
R
D
O
O
R
C
L
E
A
R
O
P
E
N
I
N
G
44
'
-
0
"
D1
A7.0.4
D2
A7.0.4
MIN. CLEAR WIDTH
139' - 0"
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A7.0.2
MLM
DLM
MAM
MARCH 2019
WINDOW /LOUVER
TYPES SCHEDULE
AND DETAILS
MAM
1/8" = 1'-0"A3
EAST ELEVATION -
HANGAR ENTRY DOOR
1/4" = 1'-0"B1
EAST ELEVATION -
OFFICE STOREFRONT
1/4" = 1'-0"A1
NORTH ELEVATION -
OFFICE STOREFRONT
1/4" = 1'-0"B3
NORTH ELEVATION -
OVERHEAD DOOR
1/8" = 1'-0"A4
SOUTH ELEVATION -
TYPICAL WINGWALL
1/8" = 1'-0"D1
SOUTH ELEVATION -
HANGAR DOOR
Keynote Legend
Key Text
08 33 23.0000 TYP. OVERHEAD INSULATED SLAT COIL
DOOR PAINTED TO MATCH COLOR OF
ADJACENT WALL PANELS.
08 43 13.0001 TYP. PRE-ENGINEERED 7 13/16 DEEP 1600
SYSTEM ALUMINUM CURTAIN WALL
SYSTEM.
08 43 13.0002 TYP. PRE-ENGINEERED 501 IR ALUMINUM
OUT SWING STOREFRONT DOOR, L.M.I.
08 81 00.0001 TYP. EXTERIOR IMPACT RESISTANT
INSULATED TINTED GLASS 1 5/16" VZE7-48
INSULATING LAMINATED GLASS HS/HS/HS
1/4" (6 MM) AZURIA HS, VZE7-48, 1/2" (13.2
M) AIRSPACE, 1/4" (6 MM) CLEAR HS, 0.045
(1.14 MM) CLEAR PVB, 0.045 (1.14 MM)
CLEAR PVB, 1/4" (6 MM) CLEAR HS.
08 81 00.0002 TYP. EXTERIOR IMPACT RESISTANT
INSULATED SPANDREL GLASS, 1 5/16"
INSULATING LAMINATED GLASS HS/HS/HS
1/4" (6 MM) SPANDREL GLASS CERAMIC
COATING (COLOR TO BE SELECTED BY
ARCHITECT AND OR BLUE FROST V1089).
1/2" (13.2 M) AIRSPACE, 1/4" (6 MM) CLEAR
HS, 0.045 (1.14 MM) CLEAR PVB, 0.045 (1.14
MM) CLEAR PVB, 1/4" (6 MM) CLEAR HS.
1
2
3
3
3
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 1/18/2019 Addendum 3
3 2/19/2019 Change Order CO#1
4 2/19/2019 Permit Review Comments
4
2
2 2
2
2
22
13 34 19.1400
13 34 19.1501
13 34 19.1406
13 34 19.2416
07 21 16.190A
08 33 23.0002
08 33 23.0000
08 33 23.0001
13 34 19.2412
13 34 19.2407
13 34 19.1501
13 34 19.2416
13 34 19.1406
08 33 23.0000
08 33 23.0001
07 21 16.190A
13 34 19.0600
0'
-
1
0
"
08 33 23.0000
05 12 00.A112
07 92 00.0010
03 30 00.A01
SLOPE
13 34 19.1201
BEYOND
03 30 00.0002
09 96 46.0000
07 21 16.0001
09 29 62.0058
08 11 13.5300
07 92 13.0000
07 92 13.0000
05 41 00.0000
09 22 16.T000
07 21 16.0001
09 29 62.0058
07 92 13.0000
07 92 13.0000
05 41 00.A001
08 11 13.5300
08 11 13.0001
09 22 16.T000
05 41 00.0000
08 11 13.0000
09 20 00.A001
03 30 00.A01
08 71 00.3000
08 71 00.2000
07 92 13.0000
05 41 00.0000
09 20 00.A001
07 21 16.190A
13 34 19.1501
13 34 19.2406
13 34 19.2000
13 34 19.0600
08 11 13.5300
08 11 13.0000 08 71 00.1000
10"
13 34 19.1400
13 34 19.0600
07 21 16.190A 13 34 19.0600
08 11 13.5300
08 11 13.0001
08 71 00.1000
08 11 13.0000
13 34 19.240713 34 19.1501
13 34 19.1400
13 34 19.1201
13 34 19.1501
13 34 19.2406
13 34 19.1406
13 34 19.2000
07 21 16.190A
08 91 19.0003 07 92 13.0000
08 91 19.0000
07 92 13.0000
08 91 19.000108 91 19.0003
08 91 19.0002
13 34 19.1406
13 34 19.1400
13 34 19.2000
13 34 19.2410
13 34 19.1501
08 91 19.0000
08 91 19.0000
07 92 13.0000
08 91 19.0001
08 91 19.0002
08 91 19.0003
13 34 19.1406
07 21 16.190A
13 34 19.0600
13 34 19.1501
10"
08 71 00.3000
08 71 00.2000
07 92 13.0000
13 34 19.0600
09 20 00.A001
32 16 23.0001
08 11 13.0000
07 92 00.0010
13 34 19.1501
BEYOND
03 30 00.A01
WIDTH AS SCHEDULED
07 92 13.0000
07 92 00.0010
08 43 13.0002
09 20 00.A001
03 30 00.A01
08 71 00.1000
07 92 13.0000
08 81 00.0002
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A7.0.3
Designer
Author
Checker
MARCH 2019
DOOR AND
LOUVER DETAILS
Approver
Keynote Legend
Key Text
08 33 23.0000 TYP. OVERHEAD INSULATED SLAT
COIL DOOR PAINTED TO MATCH
COLOR OF ADJACENT WALL PANELS.
08 33 23.0001 TYP. STEEL ANGLE COIL DOOR TRACK
INSTALL FOR STRUCTURAL LOADS &
PRODUCT APPROVAL.
08 33 23.0002 TYP. PRIME & PAINTED GALVANIZED
COIL DOOR HOOD.
08 43 13.0001 TYP. PRE-ENGINEERED 7 13/16 DEEP
1600 SYSTEM ALUMINUM CURTAIN
WALL SYSTEM.
08 43 13.0002 TYP. PRE-ENGINEERED 501 IR
ALUMINUM OUT SWING STOREFRONT
DOOR, L.M.I.
08 71 00.1000 TYP. SURFACE MOUNTED WEATHER
STRIPPING, SEE DOOR HARDWARE
SCHEDULE.
08 71 00.2000 TYP. ALUMINUM THRESHOLD, SEE
DOOR HARDWARE SCHEDULE.
08 71 00.3000 TYP. AUTOMATIC DROP BOTTOM SEAL,
SEE DOOR HARDWARE.
08 81 00.0001 TYP. EXTERIOR IMPACT RESISTANT
INSULATED TINTED GLASS 1 5/16"
VZE7-48 INSULATING LAMINATED
GLASS HS/HS/HS 1/4" (6 MM) AZURIA
HS, VZE7-48, 1/2" (13.2 M) AIRSPACE,
1/4" (6 MM) CLEAR HS, 0.045 (1.14 MM)
CLEAR PVB, 0.045 (1.14 MM) CLEAR
PVB, 1/4" (6 MM) CLEAR HS.
08 81 00.0002 TYP. EXTERIOR IMPACT RESISTANT
INSULATED SPANDREL GLASS, 1 5/16"
INSULATING LAMINATED GLASS
HS/HS/HS 1/4" (6 MM) SPANDREL
GLASS CERAMIC COATING (COLOR TO
BE SELECTED BY ARCHITECT AND OR
BLUE FROST V1089). 1/2" (13.2 M)
AIRSPACE, 1/4" (6 MM) CLEAR HS, 0.045
(1.14 MM) CLEAR PVB, 0.045 (1.14 MM)
CLEAR PVB, 1/4" (6 MM) CLEAR HS.
08 91 19.0000 TYP. WIND DRIVEN RAIN PROOF
ALUMINUM LOUVER, GREENHECK
EVH-501D (MIAMI-DADE, FL NOA
15-0415.05).
08 91 19.0001 TYP. EXTENDED ALUMINUM "Z"
FLASHING WITH WELDED TURN UP
ENDS, PAINTED COLOR TO MATCH
ALUMINUM LOUVER.
08 91 19.0002 TYP. ALUMINUM INSECT SCREEN IN
ALUMINUM FRAME. MILL ALUMINUM.
08 91 19.0003 TYP. ALUMINUM MOUNTING ANGLE
CONTINUOUS (PER NOA & FL
PRODUCT APPROVAL BASED ON
SPECIFIED WIND LOADS) COLOR TO
MATCH LOUVER.
09 20 00.A001 TYP. FINISH AS SCHEDULED.
09 22 16.T000 TYP. GALV. MTL. STUD TRACK TO
MATCH DEPTH AND GA. OF STUD.
09 29 62.0058 TYP. 5/8" GYPSUM WALL BOARD.
09 96 46.0000 TYP. 2 HOUR INTUMESCENT COATING
ON STEEL PRE-ENGINEERED
COLUMNS.
13 34 19.0600 TYP. PRE-ENGINEERED STRUCTURAL
STEEL GIRT.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL
STEEL COLUMN.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL
STEEL PURLIN.
13 34 19.1406 TYP. PRE-ENGINEERED STRUCTURAL
STEEL CHANNEL.
13 34 19.1501 TYP. EXTERIOR HANGAR WALL
PRE-ENGINEERED METAL VERTICAL
WALL PANELS, 24 GAGE WITH KYNAR
PAINT. COLOR WHITE, TO BE
SELECTED BY ARCHITECT FROM
MANUFACTURES COLORS. WALL
PANELS MUST MEET DESIGN LOAD
REQUIREMENTS AND FLORIDA
PRODUCT APPROVAL AND OR NOA.
13 34 19.2000 TYP. VERTICAL PRE-ENGINEERED
STRUCTURAL STEEL FRAMING.
13 34 19.2406 TYP. PRE-ENGINEERED METAL HEAD
FLASHING PAINT KYNAR.
13 34 19.2407 TYP. PRE-ENGINEERED METAL TRIM
FLASHING PAINT KYNAR.
13 34 19.2410 TYP. PRE-ENGINEERED CONTINUOUS
METAL BUILDING NEOPRENE
FLASHING/CLOSURE CONTINUOUS.
13 34 19.2412 TYP. PRE-ENGINEERED METAL
BUILDING METAL FLASHING.
13 34 19.2416 TYP. METAL HEAD AND JAMB
FLASHING BY PRE-ENGINEERED
METAL BUILDING MANUFACTURER.
32 16 23.0001 TYP. CONCRETE SIDEWALK, SEE CIVIL.
Keynote Legend
Key Text
03 30 00.0002 TYP. NON-SHRINK GROUT TO LEVEL
PLATE.
03 30 00.A01 TYP. CONCRETE SLAB, SEE
STRUCTURAL.
05 12 00.A112 TYP. GALVANIZED STEEL ANGLE 1 1/2"
X 1 1/2" X 1/4" WITH 1/2" DIAMETER X 4"
NELSON STUDS AT 16" O.C.
CONTINUOUS.
05 41 00.0000 TYP. GALVANIZED METAL STUD, SEE
WALL TYPE FOR TYPE AND SIZE.
05 41 00.A001 TYP. DOUBLE STUDS AT ALL JAMBS.
07 21 16.0001 TYP. WOOL BLANKET INSULATION
FULL DEPTH OF METAL JOIST AND/OR
STUD CAVITY.
07 21 16.190A (ALTERNATE) TYP. R-19 BATT
INSULATION 6 1/4" THICK WITH WHITE
REINFORCED VAPOR BARRIER.
07 92 00.0010 TYP. SEALANT AND BACKER ROD
CONT FULL LENGTH OF BUILDING
PERIMETER WHERE VERTICAL
EXTERIOR WALLS ABUTTS
HORIZONTAL CONCRETE SIDE WALKS,
DRIVES & APRONS.
07 92 13.0000 TYP. SEALANT CONTINUOUS.
08 11 13.0000 TYP. GALVANIZED HOLLOW METAL
DOOR WITH INSULATED CORE.
08 11 13.0001 TYP. ANCHOR 5/ PER JAMB.
08 11 13.5300 TYP. GALVANIZED HOLLOW METAL
FRAME.
1 1/2" = 1'-0"A1 O.H. DOOR HEAD
1 1/2" = 1'-0"A2 O.H. DOOR JAMB
1 1/2" = 1'-0"A3 O.H. DOOR SILL
3" = 1'-0"B1 INTERIOR DOOR HEAD
3" = 1'-0"B2 INTERIOR DOOR JAMB
3" = 1'-0"B3 INTERIOR DOOR SILL
3" = 1'-0"D1 PEMB - DOOR HEAD
3" = 1'-0"D2 PEMB - DOOR JAMB
3" = 1'-0"D4 LOUVER HEAD DETAIL
3" = 1'-0"C3 LOUVER SILL DETAIL
3" = 1'-0"C4 LOUVER JAMB DETAIL
RATED 1 HR RATED 1 HR RATED 1 HR
3" = 1'-0"D3 PEMB - DOOR SILL
6" = 1'-0"C2
STOREFRONT -
SILL DETAIL
3" = 1'-0"C1
STOREFRONT JAMB -
SPANDREL DETAIL
NO.DATE DESCRIPTION
1 1/18/2019 Addendum 3
2 2/19/2019 Change Order CO#1
3 2/19/2019 Permit Review Comments3
2
2
2
2
2
2
2
3
1
1
100A
08 91 19.0001
13 34 19.1501
13 34 19.2001
07 21 16.190A
13 34 19.2000
13 34 19.2002 13 34 19.0200
13 34 19.2000
13 34 19.2408
13 34 19.2000
BEYOND
T.O. SLAB
0' - 0"
03 30 00.A
03 30 00.0001
13 34 19.2000
02 24 00.A01
02 36 00.A01
03 30 00.A03
100A
07 21 16.0001
09 29 62.0058
08 11 13.5300
07 92 13.0000
07 92 13.0000
05 41 00.0000
07 21 16.0001
09 29 62.0058
07 92 13.0000
07 92 13.0000
05 41 00.A001
08 11 13.5300
08 11 13.0001
08 11 13.0000
09 20 00.A001
03 30 00.A01
08 71 00.3000
08 71 00.2000
07 92 13.0000
05 41 00.0000
09 20 00.A001
13 34 19.1501
13 34 19.1406
13 34 19.1400
09 51 23.0001
09 29 62.X58A
08 43 13.0001
08 81 00.0002
1/
2
"
.
SEALANT &
BACKER ROD
ALUMINUM Z FLASHING PAN
WITH UPTURNED ENDS
09 29 62.X58A
13 34 19.1406
03 30 00.A01
02 24 00.A01
02 36 00.A01
08 81 00.0002
08 43 13.0001
SEALANT
BACKER ROD
ALUMINUM Z FLASHING PAN
WITH UPTURNED ENDS
08 81 00.0001
08 43 13.0001
L
9
0' - 8 1/2"
0'
-
8
1
/
2
"
0' - 10 3/16"
0'
-
1
0
1
/
3
2
"
0'
-
1
1
7
/
3
2
"
0' - 1 11/16"13 34 19.1201
08 43 13.0001
08 81 00.0001
08 81 00.0001
08 43 13.0001
13 34 19.1501
13 34 19.1406
07 21 16.0019
08 43 13.0001
08 81 00.0001
07 92 13.0000
1/2" TYP.
13 34 19.1406
07 21 16.0019
13 34 19.1501
08 43 13.0002
08 43 13.0001
08 43 13.0002
08 71 00.2000
1/2" TYP.
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A7.0.4
Designer
Author
Checker
MARCH 2019
DOOR AND
STOREFRONT
DETAILS
Approver
Keynote Legend
Key Text
02 24 00.A01 TYP. COMPACTED FILL, SEE SOILS REPORT
FOR COMPACTION RECOMMENDATIONS.
02 36 00.A01 TYP. SPRAY TERMITICIDE TO FORM
LETHAL BARRIER UNDER SLAB AND
FOUNDATIONS.
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
03 30 00.A TYP. CONCRETE FOUNDATION, SEE
STRUCTURAL.
03 30 00.A01 TYP. CONCRETE SLAB, SEE STRUCTURAL.
03 30 00.A03 TYP. SECOND CONCRETE SLAB POUR, SEE
STRUCTURAL.
05 41 00.0000 TYP. GALVANIZED METAL STUD, SEE WALL
TYPE FOR TYPE AND SIZE.
05 41 00.A001 TYP. DOUBLE STUDS AT ALL JAMBS.
07 21 16.0001 TYP. WOOL BLANKET INSULATION FULL
DEPTH OF METAL JOIST AND/OR STUD
CAVITY.
07 21 16.0019 TYP. R-19 FIBERGLASS BATT INSULATION.
07 21 16.190A (ALTERNATE) TYP. R-19 BATT INSULATION 6
1/4" THICK WITH WHITE REINFORCED
VAPOR BARRIER.
07 92 13.0000 TYP. SEALANT CONTINUOUS.
08 11 13.0000 TYP. GALVANIZED HOLLOW METAL DOOR
WITH INSULATED CORE.
08 11 13.0001 TYP. ANCHOR 5/ PER JAMB.
08 11 13.5300 TYP. GALVANIZED HOLLOW METAL FRAME.
08 43 13.0001 TYP. PRE-ENGINEERED 7 13/16 DEEP 1600
SYSTEM ALUMINUM CURTAIN WALL
SYSTEM.
08 43 13.0002 TYP. PRE-ENGINEERED 501 IR ALUMINUM
OUT SWING STOREFRONT DOOR, L.M.I.
08 71 00.2000 TYP. ALUMINUM THRESHOLD, SEE DOOR
HARDWARE SCHEDULE.
08 71 00.3000 TYP. AUTOMATIC DROP BOTTOM SEAL,
SEE DOOR HARDWARE.
08 81 00.0001 TYP. EXTERIOR IMPACT RESISTANT
INSULATED TINTED GLASS 1 5/16" VZE7-48
INSULATING LAMINATED GLASS HS/HS/HS
1/4" (6 MM) AZURIA HS, VZE7-48, 1/2" (13.2
M) AIRSPACE, 1/4" (6 MM) CLEAR HS, 0.045
(1.14 MM) CLEAR PVB, 0.045 (1.14 MM)
CLEAR PVB, 1/4" (6 MM) CLEAR HS.
08 81 00.0002 TYP. EXTERIOR IMPACT RESISTANT
INSULATED SPANDREL GLASS, 1 5/16"
INSULATING LAMINATED GLASS HS/HS/HS
1/4" (6 MM) SPANDREL GLASS CERAMIC
COATING (COLOR TO BE SELECTED BY
ARCHITECT AND OR BLUE FROST V1089).
1/2" (13.2 M) AIRSPACE, 1/4" (6 MM) CLEAR
HS, 0.045 (1.14 MM) CLEAR PVB, 0.045 (1.14
MM) CLEAR PVB, 1/4" (6 MM) CLEAR HS.
08 91 19.0001 TYP. EXTENDED ALUMINUM "Z" FLASHING
WITH WELDED TURN UP ENDS, PAINTED
COLOR TO MATCH ALUMINUM LOUVER.
09 20 00.A001 TYP. FINISH AS SCHEDULED.
09 29 62.0058 TYP. 5/8" GYPSUM WALL BOARD.
09 29 62.X58A TYP. ONE LAYER OF 5/8" TYPE 'X' DENS
ARMOR PLUS FIBERGUARD GYPSUM WALL
BOARD.
09 51 23.0001 TYP. FUTURE TENANT FIT OUT LAY IN
ACOUSTICAL CEILING, BY OTHERS.
13 34 19.0200 TYP. PRE-ENGINEERED STRUCTURAL
STEEL BEAM.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL
STEEL COLUMN.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL
STEEL PURLIN.
13 34 19.1406 TYP. PRE-ENGINEERED STRUCTURAL
STEEL CHANNEL.
13 34 19.1501 TYP. EXTERIOR HANGAR WALL
PRE-ENGINEERED METAL VERTICAL WALL
PANELS, 24 GAGE WITH KYNAR PAINT.
COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES
COLORS. WALL PANELS MUST MEET
DESIGN LOAD REQUIREMENTS AND
FLORIDA PRODUCT APPROVAL AND OR
NOA.
13 34 19.2000 TYP. VERTICAL PRE-ENGINEERED
STRUCTURAL STEEL FRAMING.
13 34 19.2001 TYP. HORIZONTAL PRE-ENGINEERED
STRUCTURAL STEEL HEAD FRAMING.
13 34 19.2002 TYP. DIAGONAL PRE-ENGINEERED
STRUCTURAL STEEL BRACE.
13 34 19.2408 TYP. PRE-ENGINEERED METAL
NON-PERFORATED METAL PANEL SOFFIT.
KYNAR PAINT COLOR BLUE, TO BE
SELECTED BY ARCHITECT FROM
MANUFACTURES COLORS.
26 56 00.0000 TYP. EXTERIOR LIGHT FIXTURE
(LUMINAIRE), SEE ELECTRICAL.
1" = 1'-0"D1
HANGAR DOOR -
HEAD DETAIL
1/2" = 1'-0"D2
HANGAR DOOR - SILL
DETAIL
3" = 1'-0"C1
INTERIOR DOOR HEAD
2HR
3" = 1'-0"C2
INTERIOR DOOR JAMB
2HR
3" = 1'-0"C3
INTERIOR DOOR SILL
2HR
3" = 1'-0"A1
STOREFRONT HEAD
SPANDREL DETAIL
3" = 1'-0"A3
STOREFRONT SILL
SPANDREL DETAIL
3" = 1'-0"A2
STOREFRONT JAMB
MIDDLE MULLION
3" = 1'-0"C4
STOREFRONT JAMB
CORNER
3" = 1'-0"A4
STOREFRONT JAMB
WALL
3" = 1'-0"D3
STOREFRONT JAMB
AT DOOR
2
SEALANT & BACKER ROD
SEALANT & BACKER ROD
2
2
2
2 2 2
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 1/18/2019 Addendum 3
3 2/19/2019 Change Order CO#1
4 2/19/2019 Permit Review Comments
4
3
3
3
3
3
1
1
3
T.O. SLAB
0' - 0"
L
13 34 19.1400
13 34 19.1501
03 30 00.A03
03 21 00.5002
03 30 00.A
13 34 19.1202
05 05 23.EC00
13 34 19.1406
03 30 00.0002
07 14 16.0001
03 30 00.A02
07 26 16.0001
GR
A
D
E
2"
13 34 19.1201
13 34 19.2404
32 16 23.0001
22 13 19.1300
MA
X
1'
-
0
"
07 60 16.0019
02 24 00.A01
02 36 00.A01
13 34 19.2412
T.O.
FOOTING
02 24 00.A02
09 96 46.0000
03 35 00.0001
03 35 00.0002
T.O. SLAB
0' - 0"
03 30 00.A04
07 26 16.0001
02 24 00.A01
02 36 00.A01
03 30 00.0002
13 34 19.1202
03 21 00.5002
05 05 23.EC00
13 34 19.1201
03 30 00.A04
BEYOND
02 24 00.A02
13 34 19.2412
07 14 16.0001
13 34 19.1406
13 34 19.1501
13 34 19.1400
05 41 00.6000
07 21 16.0019
09 29 62.X58A
09 90 00.A010
13 34 19.0200
42
"
U
.
N
.
O
.
05 05 23.EC00
03 30 00.0001
05 05 23.PA00
03 30 00.0002
U.N.O.
9" EXT. OR 4-1/2" INT.
PAINT TRAFFIC YELLOW
U.N.O.
LC
SLOPE FLOOR TO DRAIN SLOPE FLOOR TO DRAIN
SLAB ON GRADEOTHER FLOORS
BY
L
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L
D
V
E
R
I
F
Y
03 30 00.A01
09 20 00.A001
07 26 16.0001
02 36 00.A01
22 13 19.1300
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A8.0.1
MLM
DLM
MAM
MARCH 2019
FOUNDATION
DETAILS
MAM
3/4" = 1'-0"A1
TYPICAL HANGAR
PEMB COLUMN DETAIL
3/4" = 1'-0"C1
TYPICAL OFFICE
PEMB COLUMN DETAIL
Keynote Legend
Key Text
02 24 00.A01 TYP. COMPACTED FILL, SEE SOILS
REPORT FOR COMPACTION
RECOMMENDATIONS.
02 24 00.A02 TYP. FINISH GRADE, SEE CIVIL.
02 33 00.A01 TYP. CONCRETE PAVEMENT CROSS
SECTION, SEE CIVIL.
02 36 00.A01 TYP. SPRAY TERMITICIDE TO FORM
LETHAL BARRIER UNDER SLAB AND
FOUNDATIONS.
03 21 00.5002 TYP. CONCRETE REINFORCEMENT
BAR(S), SEE STRUCTURE.
03 30 00.0001 CONCRETE FILLED STEEL BOLLARD.
03 30 00.0002 TYP. NON-SHRINK GROUT TO LEVEL
PLATE.
03 30 00.A TYP. CONCRETE FOUNDATION, SEE
STRUCTURAL.
03 30 00.A01 TYP. CONCRETE SLAB, SEE STRUCTURAL.
03 30 00.A02 TYP. CONCRETE ISOLATION MEMBRANE,
SEE STRUCTURAL.
03 30 00.A03 TYP. SECOND CONCRETE SLAB POUR,
SEE STRUCTURAL.
03 30 00.A04 TYP. MONOLITHIC CONCRETE
FOUNDATION, SEE STRUCTURAL.
03 35 00.0001 TYP. CONCRETE FLOOR FINISH
APPLICATION, CURE- DENSIFIER-
HARDENER SEALER.
03 35 00.0002 TYP. CONCRETE JOINT FILLER
05 05 23.EC00 TYP. ANCHOR BOLT, SEE STRUCTURAL.
05 05 23.PA00 TYP. STEEL PLATE, SEE STRUCTURAL.
05 41 00.6000 TYP. 18 GAUGE, 6" GALV METAL STUDS @
16" O.C.
07 14 16.0001 TYP. COLD FLUID APPLIED WATER
PROOFING.
07 21 16.0019 TYP. R-19 FIBERGLASS BATT INSULATION.
07 26 16.0001 TYP. 15 MILL "STEGO" VAPOR BARRIER
WITH JOINTS TAPERED.
07 60 16.0019 TYP. 1" X 1/8" DOWNSPOUT ANCHOR
STRAPS POP RIVETED TO DOWNSPOUTS.
09 20 00.A001 TYP. FINISH AS SCHEDULED.
09 29 62.X58A TYP. ONE LAYER OF 5/8" TYPE 'X' DENS
ARMOR PLUS FIBERGUARD GYPSUM
WALL BOARD.
09 90 00.A010 TYP. PAINT, SEE PAINT SCHEDULE.
09 96 46.0000 TYP. 2 HOUR INTUMESCENT COATING ON
STEEL PRE-ENGINEERED COLUMNS.
13 34 19.0200 TYP. PRE-ENGINEERED STRUCTURAL
STEEL BEAM.
13 34 19.1201 TYP. PRE-ENGINEERED STRUCTURAL
STEEL COLUMN.
13 34 19.1202 TYP. PRE-ENGINEERED STRUCTURAL
STEEL PLATE.
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL
STEEL PURLIN.
13 34 19.1406 TYP. PRE-ENGINEERED STRUCTURAL
STEEL CHANNEL.
13 34 19.1501 TYP. EXTERIOR HANGAR WALL
PRE-ENGINEERED METAL VERTICAL WALL
PANELS, 24 GAGE WITH KYNAR PAINT.
COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES
COLORS. WALL PANELS MUST MEET
DESIGN LOAD REQUIREMENTS AND
FLORIDA PRODUCT APPROVAL AND OR
NOA.
13 34 19.2404 TYP. PRE-ENGINEERED METAL RAIN
LEADER SYSTEM WITH KYNAR FINISH
PAINT.
13 34 19.2412 TYP. PRE-ENGINEERED METAL BUILDING
METAL FLASHING.
22 13 19.1300 TYP. SANITARY WASTE PIPING
SPECIALTIES, SEE PLUMBING.
32 16 23.0001 TYP. CONCRETE SIDEWALK, SEE CIVIL.
1 1/2" = 1'-0"C3
TYPICAL BOLLARD
DETAIL
3" = 1'-0"C2
TYPICAL FLOOR DRAIN
DETAIL
1
2
NO.DATE DESCRIPTION
1 1/11/2019 Addendum 2
2 1/18/2019 Addendum 3
3 2/19/2019 Change Order CO#1
4 2/19/2019 Permit Review Comments
4
3
1
3
3
3
3
13 34 19.240913 34 19.2405
13 34 19.2400
07 21 16.019A
13 34 19.2405
13 34 19.1400
13 34 19.0200
13 34 19.2405
13 34 19.2411
13 34 19.2410
13 34 19.1400
07 21 16.0019
13 34 19.2400
07 21 16.019A
13 34 19.2411
13 34 19.2401
13 34 19.2412
13 34 19.1400
13 34 19.1501
26 56 00.0200
BEYOND
13 34 19.2400
07 21 16.019A
13 34 19.0200
07 21 16.0019
13 34 19.1501
13 34 19.2410
13 34 19.2413
13 34 19.2414
13 34 19.2403
13 34 19.2411
13 34 19.2404
13 34 19.2415
SEE ROOF PLAN FOR SIZE
X "
SEE ROOF PLAN FOR SIZE
X "
13 34 19.2415
13 34 19.2411
13 34 19.2414
13 34 19.2403
13 34 19.2408
07 21 16.0030
13 34 19.1400
13 34 19.2413
13 34 19.2412
13 34 19.240113 34 19.2400
13 34 19.2404
G
7
A4
A6.0.4
L
9
A7.0.4
C4
K
9
13 34 19.2412
13 34 19.1501
13 34 19.2410
13 34 19.2400
13 34 19.2413
13 34 19.1400
13 34 19.1406
13 34 19.2412
13 34 19.1501
13 34 19.2410
13 34 19.2400
13 34 19.2413
13 34 19.1400
13 34 19.1406
13 34 19.2408
13 34 19.1501
13 34 19.2410
13 34 19.241213 34 19.2412
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
CO
N
S
T
R
U
C
T
I
O
N
D
O
C
U
M
E
N
T
S
State of Florida Seal
License/Registration #: AR 8255
This item has been electronically signed and sealed by the individual named
below, using a dated Digital Signature in the space below, per F. A. C. Rule
61G15-23.004. Printed copies of this document are not considered signed
and sealed and the signature must be verified on any electronic copies.
MIGUEL LAZARO MARTIN
A8.0.2
MLM
DLM
MAM
MARCH 2019
PEMB ROOF AND
PLAN DETAILS
MAM
Keynote Legend
Key Text
13 34 19.1400 TYP. PRE-ENGINEERED STRUCTURAL
STEEL PURLIN.
13 34 19.1406 TYP. PRE-ENGINEERED STRUCTURAL
STEEL CHANNEL.
13 34 19.1501 TYP. EXTERIOR HANGAR WALL
PRE-ENGINEERED METAL VERTICAL
WALL PANELS, 24 GAGE WITH KYNAR
PAINT. COLOR WHITE, TO BE SELECTED
BY ARCHITECT FROM MANUFACTURES
COLORS. WALL PANELS MUST MEET
DESIGN LOAD REQUIREMENTS AND
FLORIDA PRODUCT APPROVAL AND OR
NOA.
13 34 19.2400 TYP. PRE-ENGINEERED METAL
STANDING SEAM ROOF PANEL, 24
GAGE WITH KYNAR FINISH PAINT.
COLOR WHITE, TO BE SELECTED BY
ARCHITECT FROM MANUFACTURES
COLORS. ROOF PANELS MUST MEET
BUILDING DESIGN LOAD
REQUIREMENTS AND FLORIDA
PRODUCT APPROVAL AND OR NOA.
13 34 19.2401 TYP. PRE-ENGINEERED METAL
STANDING SEAM STAINLESS STEEL
CLIP SYSTEM AND FASTENER, SEE
STRUCTURAL DRAWINGS FOR ROOF
LOAD DIAGRAM.
13 34 19.2403 TYP. PRE-ENGINEERED METAL GUTTER
SYSTEM WITH KYNAR FINISH PAINT.
13 34 19.2404 TYP. PRE-ENGINEERED METAL RAIN
LEADER SYSTEM WITH KYNAR FINISH
PAINT.
13 34 19.2405 TYP. PRE-ENGINEERED METAL GABLE
END CLOSURE PANEL SYSTEM WITH
KYNAR FINISH PAINT.
13 34 19.2408 TYP. PRE-ENGINEERED METAL
NON-PERFORATED METAL PANEL
SOFFIT. KYNAR PAINT COLOR BLUE, TO
BE SELECTED BY ARCHITECT FROM
MANUFACTURES COLORS.
13 34 19.2409 TYP. PRE-ENGINEERED CONTINUOUS
METAL RIDGE.
13 34 19.2410 TYP. PRE-ENGINEERED CONTINUOUS
METAL BUILDING NEOPRENE
FLASHING/CLOSURE CONTINUOUS.
13 34 19.2411 TYP. PRE-ENGINEERED METAL
BUILDING SIDEWALL FLASHING.
13 34 19.2412 TYP. PRE-ENGINEERED METAL
BUILDING METAL FLASHING.
13 34 19.2413 TYP. PRE-ENGINEERED METAL
BUILDING INSIDE CLOSURE WITH
MASTIC TOP & BOTTOM.
13 34 19.2414 TYP. PRE-ENGINEERED METAL
BUILDING EAVE GUTTER CLIP.
13 34 19.2415 TYP. PRE-ENGINEERED METAL
BUILDING FASTENER SYSTEM.
26 56 00.0200 TYP. LIGHTNING PROTECTION
EQUIPMENT, SEE ELECTRICAL.
Keynote Legend
Key Text
07 21 16.0019 TYP. R-19 FIBERGLASS BATT
INSULATION.
07 21 16.019A TYP. PRE-ENGINEERED ROOF BATT
INSULATION, R-19 BANDING SYSTEM- 1"
STEEL BANDING STRIPS, 30" O.C. WITH
10" INSULATION BETWEEN PURLING
AND ROOF PANEL. PROVIDE WHITE
REINFORCED VINYL VAPOR BARRIER.
07 21 16.0030 TYP. PRE-ENGINEERED ROOF BATT
INSULATION, R-30 BANDING SYSTEM- 1"
STEEL BANDING STRIPS, 30" O.C. WITH
5" INSULATION BETWEEN PURLINGS.
10" INSULATION BETWEEN PURLING
AND ROOF PANEL. PROVIDE WHITE
REINFORCED VINYL VAPOR BARRIER.
13 34 19.0200 TYP. PRE-ENGINEERED STRUCTURAL
STEEL BEAM.
3" = 1'-0"A2
HANGAR ROOF RIDGE-
FLASHING DETAIL
3" = 1'-0"A1
HANGAR ROOF -
GABLE RAKE DETAIL
3" = 1'-0"A3
HANGAR ROOF -
GUTTER DETAIL
3" = 1'-0"A4
OFFICE ROOF -
GUTTER DETAIL
1 1/2" = 1'-0"D1
WALL INTERSECTION
@ COL. LINES G, 7
1 1/2" = 1'-0"D2
WALL INTERSECTION
@ COL. LINES L, 9
1 1/2" = 1'-0"D3
PLAN DETAIL @
STOREFRONT OFFICE
3" = 1'-0"C3
WALL TO ROOF
DETAIL
2
3" = 1'-0"C2
WALL TO ROOF
CANOPY DETAIL
3" = 1'-0"C1
SOFFIT TO WALL
DETAIL
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO#1
2 2/19/2019 Permit Review Comments
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
PRE-ENGINEERED METAL BUILDINGS:
THE PRE-ENGINEERED METAL BUILDING (PEMB) SHALL CONSIST OF ROOF
DECK, RIGID FRAMES, METAL WALL PANELS ON FRAMING, CANOPY FRAMING,
CURTAIN WALL FRAMING, GUTTERS AND DOWNSPOUTS, AND FLASHING.
DEVIATION FROM BAY SPACING SHOWN ON THE PLANS SHALL NOT BE
PERMITTED TO SUIT MANUFACTURER'S STANDARDS. THE PEMB
MANUFACTURER SHALL BE A MEMBER OF THE METAL BUILDING
MANUFACTURER'S ASSOCIATION (MBMA).
THE SYSTEM SHALL BE DESIGNED AND DETAILED BY THE MANUFACTURER
TO SUSTAIN THE DESIGN LOADS SPECIFIED IN 'DESIGN LOADS' GENERAL
NOTES, INCLUDING WIND LOADS. REFER TO OTHER DESIGN DISCIPLINE
DRAWINGS FOR OTHER LOADS NOT INDICATED HEREIN SUCH AS BUT NOT
LIMITED TO HANGAR BI-PARTING ROLLING DOORS, HANGAR FLOATING
ROLLING DOORS, SUSPENDED FANS, WALL-MOUNTED FANS, STAIRS, CRANE
RAILS, EQUIPMENT, CURTAINS, CURTAIN WALLS, OPERABLE PARTITIONS,
OVERHEAD FOLDING DOORS, ETC. THE DESIGN SHALL BE IN ACCORDANCE
WITH THE LATEST ISSUES OF THE AISC AND AISI SPECIFICATIONS AND MBMA
'METAL BUILDING SYSTEMS MANUAL' DESIGN PRACTICES.
SHOP DRAWINGS AND A LETTER OF CERTIFICATION SHALL BE SUBMITTED
FOR REVIEW AND APPROVAL PRIOR TO FABRICATION. SHOP DRAWINGS
SHALL BEAR THE SIGNATURE AND IMPRESSED SEAL OF A FLORIDA
REGISTERED PROFESSIONAL ENGINEER. SHOP DRAWINGS SHALL INDICATE
THE DESIGN LOADS AND JOB NAME AND NUMBER. THEY SHALL INCLUDE
SIZES OF ALL THE FRAMING MEMBERS AND RELATED ACCESSORIES AND
SPECIALIZED CONNECTIONS, THE ANCHOR BOLT PLAN AND REACTIONS.
STANDARD CUT SHEETS OF THE ABOVE ARE NOT ACCEPTABLE. STANDARD
CUT SHEETS MAY BE SUBMITTED FOR SECONDARY FRAMING CONNECTION
DETAILS, FLASHING AND SHEETING DETAILS, ETC. THE GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR REVIEW AND APPROVAL IN
WRITING OF ANY INTERIM AND ALL FINAL PEMB SHOP DRAWINGS TO ASSURE
THEY MATCH THE CONCEPT DESIGN INTENT PRIOR TO FORWARDING ONTO
ENGINEER FOR REVIEW.
THE MANUFACTURER SHALL PROVIDE SIGNED AND SEALED CALCULATIONS
FOR ALL FRAMING MEMBERS, RELATED ACCESSORIES, AND SPECIALIZED
CONNECTIONS PREPARED UNDER THE SUPERVISION OF A FLORIDA
REGISTERED PROFESSIONAL ENGINEER. THE SUBMITTAL SHALL INCLUDE
THE LOAD COMBINATION REACTIONS FOR EACH COLUMN SUPPORT TO THE
ENGINEER OF RECORD PRIOR TO THE FINAL FOUNDATION PRICING
PACKAGE SUBMITTAL. IF THE MANUFACTURER DOES NOT COMPLY, THE
FOUNDATION DESIGN WILL BE ASSUMED TO RESIST THE COMBINED GRAVITY
AND WIND LOADS SHOWN ON PLAN. IF THE PEMB MANUFACTURER'S
REACTION BECOME AVAILABLE AFTER THE OWNER'S FINAL NEGOTIATED
COST AND THE ASSUMED FOUNDATION REQUIRE LARGER FOUNDATIONS,
THE INCREASE IN FOUNDATION SIZE SHALL BE PROVIDED AT NO COST TO
THE OWNER OR THE ENGINEER OF RECORD.
THE DRIFT LIMIT REQUIREMENT FOR THE MAIN HANGAR, OFFICE LEAN-TO
AND THE PUMP HOUSE BUILDING SHALL BE H/100.
1.
2.
3.
4.
5.
2
GENERAL
ALL STRUCTURAL WORK SHALL BE IN ACCORDANCE WITH THE
FOLLOWING MINIMUM STANDARDS:
A.FLORIDA BUILDING CODE 2017
B.REGULATIONS IN ACCORDANCE WITH THE LOCAL JURISDICTION.
C.SIGNED AND SEALED PROJECT CONTRACT DOCUMENTS (INCLUDING
SIGNED AND SEALED DRAWINGS BY DELEGATED ENGINEERS AND THE
GEOTECHNICAL REPORT) AND LATEST ADDENDA. CONTRACT
DOCUMENTS DO NOT INCLUDE SHOP DRAWINGS AND OTHER UNSEALED
SUBMITTAL DOCUMENTS.
THE REFERENCE OF "GENERAL CONTRACTOR" WITHIN THE
STRUCTURAL GENERAL NOTES INCLUDES BUT IS NOT LIMITED TO
SUBCONTRACTORS, ERECTORS, FABRICATORS, MATERIAL SUPPLIERS
AND/OR INDIVIDUALS PERFORMING THE WORK.
THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH
PROJECT SPECIFICATIONS, ARCHITECTURAL, MECHANICAL,
ELECTRICAL, PLUMBING, AND SITE DRAWINGS. REFER TO THESE
DRAWINGS FOR DIMENSIONS, EMBEDDED ITEMS, AND OTHER DETAILS
NOT SHOWN ON THE STRUCTURAL DRAWINGS. THE GENERAL
CONTRACTOR SHALL REVIEW THE DRAWINGS OF ALL DISCIPLINES AND
REPORT ANY DISCREPANCIES TO THE ARCHITECT OF RECORD AND
STRUCTURAL ENGINEER OF RECORD IN WRITING PRIOR TO SECURING
MATERIALS, FABRICATING, OR COMMENCING WORK. THE MORE
STRINGENT REQUIREMENTS SHALL GOVERN UNLESS OTHERWISE
STATED IN WRITING BY THE ARCHITECT OF RECORD AND STRUCTURAL
ENGINEER OF RECORD.
DO NOT SCALE DRAWINGS.
THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND
FIELD CONDITIONS PRIOR TO SECURING MATERIALS, FABRICATING, OR
COMMENCING WORK.
NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, OR OTHERWISE
ALTERED UNLESS APPROVED IN WRITING BY THE ENGINEER OF
RECORD.
THE STRUCTURE IS DESIGNED TO BE SELF-SUPPORTING AND STABLE
AFTER ITS CONSTRUCTION IS COMPLETE. THE CONTRACT
DOCUMENTS REPRESENT THE FINISHED STRUCTURE AND THEY DO
NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION. THE
GENERAL CONTRACTOR IS RESPONSIBILE FOR ALL MEANS AND
METHODS TO ENSURE STABILITY AND SAFEKEEPING OF THE
STRUCTURE AND ITS COMPONENTS DURING CONSTRUCTION AS PER
THE MOST RECENT PRINTING/ERRATA OF ASCE 37-14 'DESIGN LOADS
ON STRUCTURES DURING CONSTRUCTION'. THE ENGINEER DOES NOT
HAVE CONTROL OF, AND SHALL NOT BE RESPONSIBLE FOR:
CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES,
PROCEDURES, SAFETY PRECAUTIONS, SAFETY PROGRAMS IN
CONNECTION WITH THE WORK, OMISSIONS BY THE GENERAL
CONTRACTOR, OR THE FAILURE OF THE GENERAL CONTRACTOR TO
CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT
DOCUMENTS.
DETAILS LABELED "TYPICAL" ON THE DRAWINGS SHALL APPLY TO ALL
SITUATIONS OCCURRING ON THE PROJECT THAT ARE THE SAME OR
SIMILAR TO THOSE SPECIFICALLY DETAILED. THE APPLICABILITY OF
THE DETAIL TO ITS LOCATION ON THE PLANS CAN BE DETERMINED BY
THE TITLE OF DETAIL. SUCH DETAILS SHALL APPLY WHETHER OR NOT
THEY ARE KEYED IN AT EACH LOCATION. QUESTIONS REGARDING
APPLICABILITY OF TYPICAL DETAILS SHALL BE DIRECTED TO THE
STRUCTURAL ENGINEER OF RECORD.
PERIODIC, LIMITED, SITE OBSERVATION BY FIELD REPRESENTATIVES
OF AVCON, INC IS SOLELY FOR THE PURPOSE OF DETERMINING IF THE
CONTRACTOR'S WORK IS PROCEEDING IN ACCORDANCE WITH THE
CONTRACT DOCUMENTS. SITE OBSERVATIONS SHALL NOT BE
CONSTRUED AS EXHAUSTIVE OR CONTINUOUS CHECKS OF THE
QUALITY OR QUANTITY OF THE WORK, BUT RATHER AS PERIODIC SPOT
CHECKS OF READILY APPARENT DEFECTS OR DEFICIENCIES IN THE
WORK. LIMITED SITE VISITS BY THE ENGINEER OF RECORD DO NOT
RELIEVE OR TAKE THE PLACE OF SCHEDULED TESTING AND
INSPECTIONS BY AUTHORIZED AGENT OR INSPECTOR.
ALL STRUCTURES REQUIRE PERIODIC MAINTENANCE. A PLANNED
MAINTENANCE PROGRAM SHALL BE ESTABLISHED BY THE OWNER AND
SHALL INCLUDE ITEMS SUCH AS, BUT NOT LIMITED TO:
A.PROTECTIVE COATINGS FOR STEEL AND SEALANTS FOR CRACKED
CONCRETE SURFACES
B.SEALANTS WITHIN EXPANSION AND CONTROL JOINTS
C.GENERAL CLEANING OF EXPOSED STRUCTURAL ELEMENTS TO HARSH
ENVIRONMENTS OR CHEMICALS
THE USE OF REPRODUCTION OF THESE CONTRACT DOCUMENTS
AND/OR USE OF CAD FILES BY THE GENERAL CONTRACTOR IN LIEU OF
PREPARATION OF SHOP DRAWINGS SIGNIFY HIS ACCEPTANCE OF ALL
INFORMATION SHOWN HEREIN AS CORRECT, AND OBLIGATES HIMSELF
TO ANY JOB EXPENSE, REAL OR IMPLIED, ARISING DUE TO ANY
ERRORS THAT MAY OCCUR.
THE GENERAL CONTRACTOR IS REQUIRED TO PERFORM HIS WORK IN A
MANNER WHICH MINIMIZES CONFLICT WITH THE OPERATIONS OF THE
FACILITY DURING THE COURSE OF THE PROJECT AND TO TAKE ALL
PRECAUTIONS TO MINIMIZE VIBRATION, NOISE, DUST AND DEBRIS IN
ALL AREAS ADJACENT TO AREAS OF WORK.
STRUCTURAL WORK SHALL BE INSPECTED BY QUALIFIED INSPECTORS.
FIELD INSPECTION REPORTS SHALL BE FILED WITH THE STRUCTURAL
ENGINEER OF RECORD WITHIN 5 DAYS OF TIME OF ACTUAL
INSPECTION.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
SUBSTITUTIONS IN ITEMS (PRODUCTS, MATERIALS, EQUIPMENT, AND
INSTRUCTIONS) WITHIN THE CONTRACT DOCUMENTS FOR ANY REASON
SHALL BE APPROVED BY THE ARCHITECT OF RECORD AND STRUCTURAL
ENGINEER OF RECORD PRIOR TO SECURING MATERIALS, FABRICATING,
OR COMMENCING WORK. THE CONTRACTOR SHALL SUBMIT REQUEST
FOR SUBSTITUTION IN WRITING TO THE STRUCTURAL ENGINEER OF
RECORD IMMEDIATELY UPON DISCOVERY OF NEED AND 15 DAYS PRIOR
TO INITIAL LEAD TIME DATE. THE SUBSTITUTION REQUEST SHALL BE
SIGNED/DATED AND INCLUDE, AT MINIMUM, THE FOLLOWING:
A.THE ITEM TO BE SUBSITUTED WITH CLEAR REFERENCE TO THE INTENDED
USE IN THE STRUCTURAL SPECIFICATIONS AND DRAWINGS
B.REASONS FOR SUBSTITUTION INCLUDING CHANGES TO CONTRACT COST
AND SCHEDULE
C.MANUFACTURER TECHNICAL PRODUCT DATA SHEETS, TEST REPORTS
FOR THE SUBSTITUTION ITEM
D.A STATEMENT OF ITEM'S COMPLIANCE WITH THE FLORIDA BUILDING CODE
E.A STATEMENT OF ITEM'S COMPATIBILITY WITH OTHER PORTIONS OF
WORK
THE GENERAL CONTRACTOR SHALL MAINTAIN, IN GOOD ORDER WITH ALL
CHANGES RECORDED AS THEY OCCUR DURING CONSTRUCTION, AS-
BUILT DRAWINGS AT THE SITE FOR THE OWNER CONSISTING OF ONE
COLLECTIVE COPY OF THE FOLLOWING:
A.ALL DRAWINGS
B.ALL SPECIFICATIONS
C.ALL ADDENDA
D.ALL APPROVED SHOP DRAWINGS
E.ALL APPROVED SETTING DRAWINGS
F.ALL CHANGE ORDERS AND OTHER MODIFICATIONS
THESE SHALL BE AVAILABLE TO THE ARCHITECT OF RECORD, ENGINEER
OF RECORD, OWNER, OWNER AUTHORIZED REPRESENTATIVE, AND
PROJECT INSPECTOR. THE DRAWINGS SHALL BE NEATLY AND CLEARLY
MARKED DURING CONSTRUCTION TO RECORD ALL VARIATIONS MADE
DURING CONSTRUCTION. UPON COMPLETION OF THE WORK AND PRIOR
TO THE FINAL INSPECTION, THE CONTRACTOR SHALL DELIVER ONE
COMPLETE SET OF AS-BUILT DRAWINGS TO THE ARCHITECT OF RECORD
AND ENGINEER OF RECORD, FOR PREPARATION OF THE RECORD
DRAWINGS.
14.
15.
NOTES:
EFFECTIVE WIND AREA IS SUCH AS DEFINED BY ASCE 7.
WIND PRESSURES ARE GROSS POSITIVE AND NEGATIVE VALUES CALCULATED WITH THE
ULTIMATE WIND SPEED (Vult) PER THE GENERAL NOTES DESIGN LOADS CRITERIA. FOR WIND
PRESSURES USING NOMINAL WIND SPEED (Vasd), MULTIPLY THE ABOVE VALUES BY 0.6.
POSITIVE (+) WIND PRESSURE INDICATES TOWARDS THE SURFACE, NEGATIVE (-) WIND
PRESSURE INDICATES AWAY FROM THE SURFACE.
"#-O" INDICATES OVERHANG WIND PRESSURE.
a = 15'-0"
LOCATION ZONE
A < 25 25 < A < 50
1
ROOF
WALLS
EFFECTIVE WIND AREA (A), FT 2
+ 24, - 66+ 24, - 66+ 24, - 66+ 25, - 68+ 27, - 70+ 30, - 72
2 + 24, - 79+ 25, - 91+ 27, - 104+ 30, - 121
2-O - 115
3 + 24, - 79+ 25, - 110+ 27, - 141+ 30, - 182
3-O - 60 - 97- 134 - 182
4 + 50, - 55+ 54, - 59+ 57, - 62+ 60, - 65+ 63, - 68+ 66, - 72
5 + 50, - 55+ 54, - 63+ 57, - 69+ 60, - 75+ 63, - 81+ 66, - 88
COMPONENTS AND CLADDING WIND PRESSURES (PSF)
a
a a
a
a
a
4
4
5
5
5
5
2
2
1
1
2
2
2
2
2
2
3
3
3
3
3
3
3
3
DESIGN LOADS
THE FOLLOWING SUPERIMPOSED LOADS HAVE BEEN UTILIZED IN ACCORDANCE WITH THE MOST RECENT PRINTING/ERRATA OF
ASCE 7-10 'MINIMUM DESIGN LOADS FOR BUILDINGS AND OTHER STRUCTURES'. THESE DESIGN LOADS SHALL APPLY TO THE
HANGAR AND THE PUMP HOUSE
LIVE LOADS:
A.ROOF 20 PSF
B.OFFICE SPACE 50 PSF (2000 LBS CONCENTRATED)
C.LIGHTWEIGHT STORAGE 125 PSF
D.MECHANICAL ROOMS 125 PSF
E.HANDRAILS 50 PLF (200 LBS CONCENTRATED)
F.ENCLOSURES WITHIN HANGAR 20 PSF
DEAD LOADS:
A.
B.ROOF TO RESIST WIND UPLIFT 10 PSF
C.CEILING 5 PSF
D.SUSPENDED M/E/P 10 PSF
E.FLOOR PARTITIONS 15 PSF
F.CEILING AND SUSPENDED MEP FOR ENCLOSURES 10 PSF
WITHIN HANGAR
SEE M/E/P AND ARCHITECTURAL PLANS FOR ADDITIONAL CONCENTRATED ROOF OR SLAB LOADS. CONTRACTOR TO FIELD
VERIFY WEIGHT OF MECHANICAL UNITS SHOWN AND REPORT DISCREPANCY IN WRITING TO ENGINEER OF RECORD PRIOR TO
INSTALLATION. MECHANICAL UNITS INCLUDE BUT NOT LIMITED TO:
A.SUSPENDED INDUSTRIAL FANS SEE M/E/P
B.EXHAUST FANS SEE M/E/P
C.FOAM GENERATORS SEE M/E/P
D.HANGAR DRAFT CURTAIN 25 PLF
E.FIRE PROTECTION WET SPRINKLER SYSTEM 2 PSF
WIND DESIGN DATA:
A.ULTIMATE WIND SPEED (Vult)160 MPH
B.NOMINAL WIND SPEED (Vasd)124 MPH
C.RISK CATEGORY II
D.EXPOSURE CATEGORY C
E.INTERNAL PRESSURE COEFF. (GCpi)+/- 0.18 (ENCLOSED)
F.COMPONENTS AND CLADDING PRESSURE SEE WIND PRESSURE PLAN
+ 24, - 79 + 24, - 79
- 113 - 111 - 109 - 96 - 79
+ 24, - 79 + 24, - 79
- 60 - 60
50 < A < 100 100 < A < 200 200 < A < 500 > A 500
1.
2.
3.
4.
5.
WIND PRESSURE ZONE DIAGRAM
N.T.S.
1
2
THRESHOLD BUILDING INSPECTIONS:
THIS HANGAR BUILDING MEETS THE DEFINITION OF A THRESHOLD BUILDING
PER FLORIDA BUILDING CODE SECTION 202. THE CONSTRUCTION FOR THIS
HANGAR WILL REQUIRE SPECIAL INSPECTIONS IN ACCORDANCE WITH THE
THRESHOLD BUILDING INSPECTION PLAN FOUND IN THE PROJECT
SEPCIFICATIONS SECTION 01 43 00.
1.
3
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
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S
LUCA DELVERME, P.E.
Florida License No. 63055
S0.0.1
AJM
AJM
JDS
LDV
MARCH 2019
GENERAL NOTES
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
3
1 01/11/2019 JDS ADDENDUM 2
2 01/18/2019 JDS ADDENDUM 3
3 02/19/2019 JDS PERMIT REVIEW COMMENTS
CAST-IN-PLACE CONCRETE
ALL CAST-IN-PLACE CONCRETE WORK SHALL BE IN ACCORDANCE WITH
THE MOST RECENT PRINTING/ERRATA OF ACI 318-14 'BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE' AND ACI 301-10
'SPECIFICATION FOR STRUCTURAL CONCRETE'.
STRUCTURAL CONCRETE MIX DESIGNS SHALL BE AN APPROVED
COMMERCIAL MIX OF PLASTIC AND WORKABLE CONSISTENCY AT TIME OF
PLACEMENT CONFORMING TO THE MINIMUM REQUIREMENTS PER THE
CONCRETE MIX DESIGN SCHEDULE.
SUBMIT MIX DESIGN FOR ENGINEER'S APPROVAL FOR EACH CLASS WITH
SPECIFIC LOCATION OF PLACEMENT INDICATED NO LATER THAN TWO
WEEKS PRIOR TO SECURING CONCRETE MATERIALS. EACH MIX DESIGN
SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER ACI 301. ALL
MIXES SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C33 FOR
COURSE AGGREGATE, UNO.
CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF ASTM
C94 FOR MEASURING, MIXING, TRANSPORTING, ETC. CONCRETE BATCH
TICKET SHALL BE TIME STAMPED WHEN CONCRETE IS BATCHED. ALL
CONCRETE MIXES USING MAXIMUM COURSE AGGREGATE SIZE OF 3/8"
(PEAROCK) SHALL CONFORM TO THE REQUIREMENTS OF ASTM C89 AND
SHALL BE CONTINUOUSLY PLACED TO NOT EXCEED 50 LINEAR FEET.
PLACE AND CURE CONCRETE IN ACCORDANCE WITH ACI STANDARDS AND
SPECIFICATIONS. DISCARD CONCRETE EXCEEDING 1-1/2 HOURS FROM
THE TIME THE MIXING WATER IS ADDED AT THE BATCH PLANT UNTIL THE
CONCRETE IS DEPOSITED IN ITS FINAL POSITION.
A CERTIFIED TESTING AGENT SHALL PERFORM INDUSTRY STANDARD
TESTS SUCH AS BUT NOT LIMITED TO SLUMP, CYLINDER AND PRISM
COMPRESSIVE BREAKS, UNIT WEIGHT, ETC. SLUMP TEST SAMPLES SHALL
BE TAKEN AT DISCHARGE POINTS OF CONCRETE PER ASTM C143
"STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT
CONCRETE." WHERE NOT SPECIFIED IN THE SPECIFICATIONS, COLLECT
AND TEST 4 CYLINDER SETS FOR EACH COMPRESSIVE STRENGTH TEST
IN CONFORMANCE WITH ASTM C39 "STANDARD TEST METHOD FOR
COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS."
EACH SET OF CYLINDERS CONSIST OF ONE FIELD-CURED SET OF
CYLINDERS AND ONE LABORATORY-CURED SET OF CYLINDERS. TESTS
SHALL BE CONDUCTED FOR EACH CLASS AND EACH DAY PLACED AT A
FREQUENCY OF EVERY 50 CUBIC YARDS. BREAK ONE SET OF CYLINDERS
AT 7 DAYS, 1 SET AT 28 DAYS, AND HOLD 2 SETS IN RESERVE. BREAK
RESERVE CYLINDERS AS DIRECT BY ENGINEER. AGENT SHALL SUBMIT
REPORTS TO THE ENGINEER WITHIN FIVE WORKING DAYS OF TEST
RESULTS.
ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINTS FROM THOSE
SHOWN ON PLANS MUST BE SUBMITTED IN THE CONCRETE ERECTION OR
REINFORCING STEEL SHOP DRAWINGS FOR ENGINEER'S APPROVAL.
CONTRACTOR SHALL COORDINATE ALL TRADES FOR INSTALLATION OF
ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC. AS REQUIRED FOR THE
COMPLETION OF CONSTRUCTION.
ALL CORNERS AND EDGES OF PERMANENTLY EXPOSED CONCRETE
SHALL BE 3/4" CHAMFER, UNO.
ALL STRUCTURAL SLABS AND FLAT HORIZONTAL SURFACES TO REMAIN
EXPOSED TO WEATHER THROUGHOUT ITS LIFETIME SHALL BE TREATED
WITH A CLEAR NON-FLAMMABLE PENETRATING SILANE SEALER. PREPARE
CONCRETE SURFACES AND APPLY SEALER IN ACCORDANCE WITH THE
MANUFACTURER'S INSTRUCTIONS.
REINFORCING STEEL: REINFORCING STEEL SHALL BE ASTM A615 GRADE
60 DEFORMED BARS AND WELDED WIRE FABRIC SHALL CONFORM TO
ASTM A185, FREE FROM OIL, SCALE AND RUST AND PLACED IN
ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING
DETAILS OF ACI MANUAL OF STANDARD PRACTICE AND THE PROJECT
SPECIFICATIONS. SUBMIT REINFORCING SHOP DRAWINGS AND OBTAIN
ENGINEER'S APPROVAL PRIOR TO SECURING MATERIAL AND COMMENCING
FABRICATION.
PROVIDE CONCRETE COVER OVER REINFORCEMENT PER THE CONCRETE
COVER SCHEDULE, UNO.
PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS.
PROVIDE 48xBAR DIAMETER FOR ALL LAP SPLICES IN FOUNDATIONS AND
WHERE SPECIFIED ELSEWHERE IN THE PLANS. LAP WELDED WIRE FABRIC
SHEETS WITH ONE SPACE PLUS TWO INCHES.
PROVIDE CONTINUOUS REINFORCING OR STAGGER SPLICES WHERE
POSSIBLE. DO NOT EXCEED 3" CENTER-TO-CENTER BAR SPACING OF
SPLICED REINFORCING AND LOCATE SPLICE REINFORCING IN THE SAME
PLANE WITH RESPECT TO THE CONCRETE ELEMENT'S CLEAR CONCRETE
SURFACE.
BAR SIZE 3000 PSI 4,000 PSI AND GREATER
A.#6 AND SMALLER 58xBAR DIA 48xBAR DIA
B.#7 AND GREATER 72xBAR DIA 62xBAR DIA
CONCRETE MIX DESIGN SCHEDULE:
LOCATION 28-DAY STRENGTH SLUMP AGGREGATE SIZE
SLAB-ON-GRADE 3000 4" +- 1"3/4"
FOUNDATIONS 3000 4" +- 1"1"
CONCRETE COVER SCHEDULE:
LOCATION COVER
INTERIOR SLABS 3/4"
FOUNDATIONS 3"
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
COLD-FORMED STEEL:
ALL COLD FORMED STEEL WORK SHALL BE IN ACCORDANCE WITH THE MOST
RECENT PRINTING/ERRATA OF AISI S100-16 'NORTH AMERICAN SPECIFICATION
FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS' AND AISI
S202-15 'CODE OF STANDARD PRACTICE FOR COLD-FORMED STEEL
STRUCTURAL FRAMING'. SECTION PROPERTY REQUIREMENTS SHALL CONFORM
TO THE MINIMUM AS IDENTIFIED BY THE MOST RECENT PRINTING/ERRATA OF THE
STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) PRODUCT TECHNICAL
GUIDE.
DELEGATED ENGINEER: SUBMIT SIGNED AND SEALED DETAILED DRAWINGS AND
CALCULATIONS PREPARED UNDER THE SUPERVISION OF A FLORIDA
PROFESSIONAL ENGINEER FOR ARCHITECT/ENGINEER REVIEW FOR ALL COLD-
FORMED STEEL FRAMING, COMPONENTS, ATTACHMENTS, FASTENERS,
CLOSURES, HARDWARE, ETC. FABRICATION OF FRAMING SHALL NOT BEGIN
UNTIL THE SHOP DRAWINGS AND CALCULATIONS HAVE BEEN REVIEWED AND
RETURNED APPROVED. EXTERIOR AND INTERIOR LOAD BEARING COLD-FORMED
STEEL MEMBERS SHALL BE AS PER THE MINIMUM SIZES SHOWN ON PLAN AND
DETAILS (WHERE NOTED). REFER TO CONTRACT SPECIFICATIONS FOR
APPROVED SUPPLIERS. DRAWINGS AND CALCULATIONS SHALL INCLUDE, BUT
ARE NOT LIMITED TO THE FOLLOWING:
A.ENGINEERING ANALYSIS SHOWING LOCATION, SPAN, PITCH, CAMBER, LOADING,
BEARING CONDITIONS, CONNECTIONS, MEMBER SIZES, PROPERTIES, ANY YIELD
STRENGTH, MEMBER STRESSES, DEFLECTIONS FOR EACH DIFFERENT ELEMENT
TYPE, CONFIGURATION, SPACING AND LAYOUT BASED ON DESIGN LOADS
LISTED ON THE DRAWINGS
B.ALL BRIDGING AND BRACING FOR DIAPHRAGM ACTION, CONSTRUCTION LOADS,
AND ALL OTHERS, TEMPORARY AND PERMANENT LOADS.
C.ALL STUD TO TRACK CONNECTIONS, CLIPS, FASTENERS, BRIDGING AND
RELATED ACCESSORIES TO BE DESIGNED AND DETAILED FOR ALL LOADING
CONDITIONS INCLUDING NET WIND PRESSURES AND REACTIONS.
D.NOTE ANY PROPOSED TRUSS LAYOUT CHANGES THAT WOULD EFFECT THE
LOCATION OF BEARING WALLS OR FOUNDATION DESIGN OR CONSTRUCTION.
E.COLD-FORMED STEEL FRAMING SYSTEM PROVIDING CONTINUOUS LOAD PATH
TO STRUCTURE.
MATERIAL SPECIFICATION: UNLESS OTHERWISE NOTED, COLD-FORMED STEEL
FRAMING MATERIALS SHALL CONFORM TO ASTM C955 AND SHALL HAVE A
MINIMUM YIELD STRENGTH OF 50,000 PSI (16 GAGE AND HEAVIER) AND YIELD
STRESS OF 33,000 PSI (18 GAGE AND LIGHTER). MEMBERS SHALL BE
MANUFACTURED OF SHEET STEEL IN ACCORDANCE WITH ASTM A653 AND
ASTM 525, G60 OR G90 GALVANIZED FINISH.
FRAMING: FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS
REQUIRED TO FIT SQUARELY AGAINST ABUTTING MEMBERS. MEMBERS SHALL
BE HELD FIRMLY IN PLACE UNTIL PROPERLY JOINED. STUDS SHALL SIT
SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH FIRM ABUTMENT
AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND
SECURELY FASTENED TO THE FLANGES OF BOTH TOP AND BOTTOM RUNNER
TRACK. DO NOT SPLICE MEMBERS UNO.
CONNECTIONS: JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH
METAL SCREWS OR WELDING. WIRE TYING OF FRAMING MEMBERS IN
STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. ATTACHMENT OF
COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH SELF-
DRILLING METAL SCREWS OR HARDENED SCREW SHANK NAILS. METAL LATH
MAY ALSO BE CONNECTED TO STEEL BY STAPLES OR OTHER FASTENERS, IF
APPROVED BY THE FLORIDA BUILDING CODE.
A.METAL SCREWS: METAL SCREWS SHALL BE MINIMUM #12 SELF-DRILLING AND
SELF-TAPPING UNO. METAL SCREWS SHALL BE CADMIUM PLATED FOR ALL
EXTERIOR USES.
B.WELDING: WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 USING E70
ELECTRODES. ALL WELDS SHALL BE TREATED WITH A ZINC-RICH PROTECTIVE
PAINT FOR CORROSION RESISTANCE.
DEFLECTION CRITERIA:
A.EXTERIOR WALLS: L/240 FOR BRITTLE FINISHES (OUT-OF-PLANE BENDING)
B.EXTERIOR WALLS: H/180 FOR BRITTLE FINISHES (DRIFT)
C.VERTICAL DEFLECTIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE
BUILDING CODE.
1.
2.
3.
4.
5.
6.
GEOTECHNICAL
REFER TO THE LATEST EDITION OF THE GEOTECHNICAL REPORT
FOR RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE
PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY
WITH:
A.REPORT No. 18-151
B.PREPARED BY: ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
C.TITLED: GEOTECHNICAL ENGINEERING EVALUATION TREASURE
COAST INTERNATIONAL AIRPORT MRO HANGAR PROJECT, ST.
LUCIE COUNTY, FLORIDA
D.DATED: MAY 8, 2018
NO CONCRETE SHALL BE PLACED IN WATER. CONTRACTOR
SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS AND SHALL
KEEP THEM FREE OF WATER. GROUND WATER MUST BE
MAINTAINED AT A MINIMUM OF 2 FT. BELOW BOTTOM OF
EXCAVATION AT ALL TIMES DURING CONSTRUCTION.
LOCATE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA
PRIOR TO EXCAVATION AND AVOID DAMAGE TO THEM.
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY AND
ALL DAMAGED UTILITIES CAUSED IN CONSTRUCTION TO THE
SATISFACTION OF THE LOCAL BUILDING OFFICIALS AND/OR
OWNER.
BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE
UNTIL WALL HAS BEEN CURED TO A SUFFICIENT STRENGTH (7
DAYS MINIMUM), AND WALLS ARE PROPERLY SHORED OR
BRACED. USE MECHANICAL TAMPERS OR OTHER APPROVED
HAND TAMPERS WITHIN FIVE FEET OF THE PERIMETER FOR ALL
CONCRETE STRUCTURES AND BURIED STRUCTURES TO WITHIN
18 INCH COVERAGE.
CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR
WALLS WITHIN ±2", UNO.
COORDINATE BURIED PLUMBING AND OTHER UTILITY LINES WITH
FOOTING LOCATIONS FOR INTERFERENCE AS PER THE TYPICAL
CONDUIT PENETRATION AT FOOTING DETAIL. WITH PRIOR
WRITTEN APPROVAL OF THE ENGINEER OF RECORD, WALL
FOOTINGS MAY BE STEPPED AND ISOLATED COLUMN FOOTINGS
MAY BE DROPPED AS IN ACCORDANCE WITH THE TYPICAL WALL
STEP FOOTING DETAIL.
EXCAVATING UNDER OR NEAR IN-PLACE FOUNDATIONS WHICH
DISTURBS THE COMPACTED SOIL BENEATH SHALL NOT BE
PERMITTED. TRENCH EXCAVATIONS WITHIN THE 45 DEGREE
LOAD INFLUENCE WIDTH ALONG FOUNDATIONS ARE PROHIBITED.
CONSTRUCTION JOINTS IN CONTINUOUS FOOTINGS SHALL
TERMINATE IN A VERTICAL CONCRETE FACE WITH A HORIZONTAL
FORMED KEYWAY (2x4). CONTINUE REINFORCING THROUGH THE
CONSTRUCTION JOINT.
SECURE ALL WALL AND COLUMNS DOWELS, ANCHOR RODS, AND
OTHER EMBEDDED COMPONENTS INTO PROPER PLACE WITHIN
FOOTINGS. DO NOT WET-SET THEM INTO NEWLY POURED
CONCRETE.
SHALLOW FOUNDATIONS
SHALLOW FOUNDATION DESIGN IS BASED ON AN ALLOWABLE
SOIL BEARING PRESSURE OF 2500 PSF AS PER THE
REFERENCED GEOTECHNICAL REPORT.
VERIFICATION THAT THE COMPACTION REQUIREMENTS HAVE
BEEN MET SHALL BE MADE BY THE GEOTECHNICAL
CONSULTANT PRIOR TO PLACING FOUNDATIONS AND SLABS.
LOCATIONS FAILING TO MEET THE REQUIREMENTS SHALL BE
RECOMPACTED AND RETESTED AT THE CONTRACTORS
EXPENSE AND AS DIRECTED BY THE GEOTECHNICAL
CONSULTANT.
HELICAL PILES
HELICAL PILES SHALL BE DESIGNED FOR GRAVITY, UPLIFT, AND
LATERAL LOADS AS IDENTIFIED ON THE 'HELICAL PILE REACTION
SCHEDULE'. HELICAL PILES SHALL BE MINIMUM 2.875" OUTSIDE
DIAMETER AND MINIMUM 6"x6" TOP PLATE.
THE MANUFACTURER SHALL PREPARE DETAILED HELICAL ANCHOR
SHOP DRAWINGS AND CALCULATIONS UNDER THE DIRECT
SUPERVISION OF A DELEGATED ENGINEER LICENSED IN THE STATE
FLORIDA. THE SHOP DRAWINGS AND CALCULATIONS SHALL BE
SIGNED AND SEALED BY THE DELEGATED ENGINEER. SUBMIT SHOP
DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO
FABRICATION. SHOP DRAWING SUBMITTAL SHALL INCLUDE DESIGN
LOADING, LAYOUT, COMPONENT DESIGNATION, AND PERTINENT
SECTIONS AND DETAILS.
HELICAL PILE ALLOWABLE LOADS SHOWN HEREIN ARE ASSUMED
APPLIED LOADS LIMITED BY THE FOOTING CAPACITY. NO
VERIFICATION OF FINAL PILE CAPACITY AND SPACING HAS BEEN
COMPLETED DURING THE DESIGN PHASE OF THE PROJECT. REFER
TO GEOTECHNICAL RECOMMENDATIONS FOR APPROXIMATE PILE
EMBEDMENT. CONTRACTOR SHALL BID THE QUANTITIES SHOW N
AND PROVIDE A LINEAR FOOTAGE UNIT PRICE TO ACCOUNT FOR
ALLOWANCES.
1.
2.
3.
4.
5.
6.
7.
8.
9.
1.
2.
1.
2.
3.
SUBMITTALS:
THE GENERAL CONTRACTOR SUBMITTALS FOR
ENGINEER REVIEW ARE AS FOLLOWS:
A.PRE-ENGINEERED METAL BUILDINGS (#)
B.PRE-ENGINEERED HANGAR DOOR (#)
C.LIGHT GAUGE METAL FRAMING (#)
D.CURTAIN WALLS (*)
E.CONCRETE MIX DESIGNS
F.REINFORCING STEEL
G.CHEMICAL ADHESIVE ANCHORS
H.CONSTRUCTION JOINT LOCATIONS IN STRUCTURAL
FLOORS
I.CONCRETE REPAIR, CURING, AND SEALER PRODUCTS
J.HELICAL PILES (#)
a.ITEMS MARKED (*) SHALL REQUIRE SUBMITTAL OF SHOP
DRAWINGS PREPARED UNDER THE DIRECT SUPERVISION
AND SIGNED AND SEALED BY A PROFESSIONAL
DELEGATED ENGINEER REGISTERED IN THE STATE OF
FLORIDA FOR ENGINEER OF RECORD'S REVIEW.
GENERIC PRODUCTS WILL NOT BE ACCEPTED.
b.ITEMS MARKED (#) SHALL REQUIRE SUBMITTAL OF SHOP
DRAWINGS AND CALCULATIONS PREPARED UNDER THE
DIRECT SUPERVISION AND SIGNED AND SEALED BY A
PROFESSIONAL DELEGATED ENGINEER REGISTERED IN
THE STATE OF FLORIDA FOR ENGINEER OF RECORD'S
REVIEW.
c.ENGINEER OF RECORD REVIEW OF SUBMITTALS
MARKED (*) OR (#) WILL NOT BEGIN UNTIL THE
SUBMITTAL IS SIGNED AND SEALED BY THE DELEGATED
PROFESSIONAL.
THE CONTRACT DOCUMENTS WILL GOVERN OVER THE
SHOP DRAWINGS UNLESS OTHERWISE SPECIFIED IN
WRITING BY THE ENGINEER.
SUBMITTALS SHALL CLEARLY IDENTIFY THE PROJECT
NAME, SPECIFIC PRODUCT UTILIZED, APPLICABLE
CODES, DESIGN CRITERIA, AND SHOW ALL DETAILS AND
PLANS NECESSARY FOR PROPER FABRICATION AND
INSTALLATION. HAND-WRITTEN COMMENTS AND/OR
MARKINGS ON THE SUBMITTALS BY THE CONTRACTOR
SHALL BE MADE USING A GREEN COLOR PEN AND THE
ENGINEER/ARCHITECT SHALL UTILIZE A RED COLOR PEN.
SHOP DRAWINGS SHALL BE REVIEWED BY THE GENERAL
CONTRACTOR FOR FULL COORDINATION OF ALL
CONSTRUCTION TRADES WITH THE LATEST DESIGN
DISCIPLINES DOCUMENTS, REVISIONS/CLARIFICATIONS,
AND RESPONSES TO RFIs. SHOP DRAWINGS SHALL BE
MARKED BY THE GENERAL CONTRACTOR "APPROVED"
PRIOR TO SUBMITTING TO THE OWNER, ARCHITECT OF
RECORD, OR ENGINEER OF RECORD. GENERAL
CONTRACTOR-GENERATED QUESTIONS OR REQUESTS
FOR INFORMATION WITHIN THE SUBMITTALS SHALL BE
CLEARLY MARKED. CHANGES AND ADDITIONS MADE ON
RE-SUBMITTALS SHALL BE CLEARLY FLAGGED AND
NOTED. THE PURPOSE OF THE RE-SUBMITTALS SHALL BE
CLEARLY NOTED ON THE LETTER OF TRANSMITTAL.
ARCHITECT/ENGINEER REVIEW WILL BE LIMITED TO
ONLY THOSE ITEMS CAUSING THE RE-SUBMITTAL.
SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL
COMPLIANCE WITH THE DESIGN INTENT OF THE
CONTRACT DOCUMENTS AND PRODUCTS FUNCTIONAL
EQUIVALENCE ONLY. IT SHALL BE THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR TO VERIFY COMPLIANCE
WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,
LENGTH, ELEVATIONS, DIMENSIONS, ETC.
A MINIMUM OF 10 WORKING DAYS SHALL BE ALLOWED
FOR THE ENGINEER TO REVIEW A SUBMITTAL.
NON-CONFORMING SUBMITTALS WILL BE RETURNED
WITHOUT REVIEW. ARCHITECT/ENGINEER WILL NOT BE
RESPONSIBLE FOR SCHEDULE DELAYS CAUSED BY
RETURNED SUBMITTALS THAT FAILED TO MEET THE
AFOREMENTIONED CRITERIA.
1.
2.
3.
4.
5.
6.
7.
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
D
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LUCA DELVERME, P.E.
Florida License No. 63055
S0.0.2
AJM
AJM
JDS
LDV
MARCH 2019
GENERAL NOTES
1
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
2
1 01/11/2019 JDS ADDENDUM 2
2 02/19/2019 JDS PERMIT REVIEW COMMENTS
1
2
3
4
5
6
A C E F H J K L
7
D
25
'
-
0
"
25
'
-
0
"
25
'
-
0
"
25
'
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0
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25
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0
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7' - 5 1/4"
173' - 5 1/2"
22
'
-
1
0
"
18' - 8"20' - 0"20' - 0"
B
9
8
17' - 9"17' - 9"
7' - 5 1/4"
20
'
-
3
"
19
'
-
9
"
G
18' - 3"18' - 3"18' - 1"21' - 4"18' - 3"
T S F 4 .0
F
6
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F 6 .0
-1 ' - 0 "
F
6
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"
F
6
.
0
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1
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-
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"
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6
.
0
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1
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-
0
"
F
6
.
0
-
1
'
-
0
"
F 6 .0
-1 ' - 0 "F 6 .0
-1 ' - 0 "F 6 .0
-1 ' - 0 "2
S3.0.2
6
S3.0.2
6
S3.0.2
6
S3.0.2
2
S3.0.2
TDS2.0 TDS2.0 TDS2.0 TDS2.0
TD
S
2
.
0
TD
S
2
.
0
TD
S
2
.
0
TD
S
2
.
0
1
S3.0.2
1
S3.0.2 1
S3.0.2
7
S3.0.2
CJ CJ CJ
CJ CJ CJ CJ
CJ
CJ
CJ
3
S3.0.1 3
S3.0.1
2
S3.0.2
TDS1.0
TD
S
1
.
0
F 1 2 .0
-1 ' - 0 "
F 1 2 .0
-1 ' - 0 "
F 1 2 .0
-1 ' - 0 "
F 1 2 .0
-1 ' - 0 "
F 1 2 .0
-1 ' - 0 "
F 1 6 .0
-1 ' - 0 "
F
1
2
.
0
-
1
'
-
0
"
F
1
2
.
0
-
1
'
-
0
"
F
1
2
.
0
-
1
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-
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F
1
2
.
0
-
1
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-
0
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F
1
2
.
0
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1
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-
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3
S3.0.1
T S F 4 .0
3
S3.0.1
T S F 4 .0
T S F 4 .0 T
S
F
4
.
0
T S F 4 .0
S F 8 .0
-1 ' - 3 "
T S F 4 .0
F
1
6
.
0
-
1
'
-
0
"
7C7C
99
7C7C
7B7B
7A7A
66
10"
10"1'
-
4
"
15
0
'
-
0
"
40
'
-
0
"
10"
190' - 0"
115' - 0"75' - 0"
30
'
-
0
"
95' - 0"
10
'
-
0
"
10' - 0"
7C7C
10' - 0"
TDS1.0 TDS1.0 TDS1.0TDS1.0TDS1.0
4
S3.0.2
1
S3.0.2 1
S3.0.2
4' - 6"4' - 6"
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
CJ
EJ
EJ
EJ
EJ EJ
EXPANSION JOINT (EJ)
EJ
CJ
CJ CJ CJ CJ
CJ CJ CJ
10"
CJ
10
"
1' - 4"
F
6
.
0
-
1
'
-
0
"
F
6
.
0
-
1
'
-
0
"
2
S3.0.2
10
"
2
S3.0.2
S
I
M
3
S3.0.2
3
S3.0.2
3
S3.0.2
S
I
M
7C7C
2
S3.0.1
SI
M
SEE NOTE 12 ON
SHEET S1.0.3
5
S3.0.1
5
S3.0.1
S
I
M
FOUNDATION PLAN NOTES:
REFER TO:
A.GENERAL NOTES: SHEET
B.FOUNDATION SCHEDULE: SHEET
C.HELICAL PILE REACTION SCHEDULE: SHEET
DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL
DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH OTHER
DESIGN DISCIPLINE CONTRACT DOCUMENTS AND REPORT ANY
DISCREPANCY TO THE ARCHITECT OF RECORD IN WRITING
FOR CLARIFICATION PRIOR TO START OF CONSTRUCTION.
LIGHT GAUGE PARTITION WALLS: REFER TO ARCHITECTURAL
DRAWINGS FOR LOCATIONS, LIMITS, TOP OF WALL
ELEVATIONS, AND CONSTRUCTION INFORMATION FOR ALL
INTERIOR NON-LOAD BEARING LIGHT GAUGE PARTITION
WALLS. PROVIDE PROPRIETARY SUPPORTS, CLIPS, AND
FASTENERS CAPABLE OF ACCOMMODATING VERTICAL
DEFLECTIONS OF ROOF FRAMING WHILE BRACING THE WALLS
LATERALLY AT THE TOP OF ALL WALLS.
CONDUIT PENETRATIONS: CONTRACTOR SHALL COORDINATE
AND LOCATE ALL UTILITIES AND CONDUIT PENETRATIONS IN
WALLS AND FOOTING WITH OTHER DESIGN DISCIPLINE
CONTRACT DOCUMENTS AND APPROVED ROUGH-INS. FOR
MORE INFORMATION REFER TO TYPICAL CONDUIT
PENETRATION AT FOOTING SECTION ON SHEET
CORNER BARS: PROVIDE CORNER BARS WHERE ALL
TURNDOWN SLAB FOOTINGS AND WALL FOOTINGS CHANGE IN
DIRECTION AND INTERSECT. FOR MORE INFORMATION REFER
TO TYPICAL HORIZONTAL REINFORCING AT
FOOTINGS/BEAMS/WALLS DETAIL ON SHEET
CIVIL PAVEMENT/TRENCH DRAIN: REFER TO CIVIL PLANS FOR
PAVEMENT STRUCTURE INCLUDING BUT NOT LIMITED TO
CONCRETE, BASE, SUBBASE, JOINTING DETAILS, ETC. REFER
TO ARCHITECTURAL AND/OR CIVIL DRAWINGS AND
SPECIFICATIONS FOR TYPE, SECTIONS, EXTENT AND LOCATION
OF TRENCH DRAIN/BASIN.
SLAB-ON-GRADE CONSTRUCTION: COORDINATE LOCATION
AND EXTENT OF ALL SLAB SLOPES, FLOOR DRAINS, AND
DEPRESSIONS WITH ARCHITECTURAL DRAWINGS AND REFER
TO CIVIL DRAWINGS FOR ACTUAL ELEVATION. FOR EXTERIOR
CONCRETE DOORSTEP AND WALKWAY SLABS NOT SHOWN
HEREIN, SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR
THEIR LIMITS. FOR MORE INFORMATION REFER TO CAST-IN-
PLACE CONCRETE GENERAL NOTES AND TYPICAL SLAB-ON-
GRADE DETAIL ON SHEET . SLAB-ON-GRADE SHALL BE
CAST ON A 10-MIL VAPOR BARRIER ON COMPACTED
SUBGRADE. PROVIDE (2)-#5 x 4'-0" LONG BARS AT ALL RE-
ENTRANT SLAB CORNERS CENTERED WITH CONCRETE SLAB
THICKNESS IN ADDITION TO THE REINFORCEMENT SHOWN
BELOW.
A.4" THICK CONCRETE SLAB REINFORCED WITH #5 @ 12" OC EA
WAY LOCATED AT MID-DEPTH
B.6" THICK CONCRETE SLAB REINFORCED WITH #5 @ 16" OC
(MAX, EACH WAY) LOCATED AT THE MID-DEPTH
C.12" THICK CONCRETE SLAB REINFORCED WITH #5 @ 12" OC EA
WAY LOCATED AT MID-DEPTH
PRE-ENGINEERED METAL BUILDING (PEMB) FRAMES: GENERAL
CONTRACTOR TO VERIFY/COORDINATE EXACT COLUMN
LOCATION, EXACT ANCHOR BOLT LOCATION, MEMBER
QUANTITIES AND LAYOUT WITH PRE-ENGINEERED METAL
BUILDING MANUFACTURER/SUPPLIER'S APPROVED SHOP
DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
WITH ARCHITECTURAL DRAWINGS AND THE APPROVED PEMB
SHOP DRAWINGS AND REPORT ANY DISCREPANCY TO THE
ARCHITECT OF RECORD IN WRITING FOR CLARIFICATION PRIOR
TO START OF CONSTRUCTION. REFER TO GENERAL NOTES
FOR MORE INFORMATION.
HANGAR DOOR BOTTOM TRACK: REFER TO THE APPROVED
PEMB SHOP DRAWINGS FOR RAILING SIZE, SPACING, EXTENT,
AND LOCATION. PEMB DOOR AND ATTACHMENTS TO THE
FOUNDATION SHALL BE DESIGNED BY THE DELEGATED PEMB
ENGINEER. PROVIDE SIGNED AND SEALED DRAWINGS AND
CALCULATIONS OF ALL TRACK ANCHORAGE HARDWARE WITH
THE PEMB SHOP DRAWINGS SUBMITTAL.
COLUMN BLOCKOUTS: REFER TO TYPICAL COLUMN BLOCKOUT
DETAIL
- INDICATES PRE-ENGINEERED METAL BUILDING WALL X-
BRACING AS LOCATED ON PLAN. COMPRESSION ELEMENTS
BETWEEN FRAMES SHALL BE PROVIDED AS INDEPENDENT PIPE
STRUTS OR INCORPORATED IN COMBINATION WITH THE
BUILDING PURLIN SYSTEM. ALTERNATIVE BRACING LOCATIONS
MUST BE APPROVED BY THE ARCHITECT OF RECORD PRIOR TO
FINALIZING METAL BUILDING DRAWINGS.
- INDICATES LOAD BEARING LIGHT GAUGE WALL WITH
MATCHING TOP AND BOTTOM LIGHT GAUGE TRACK. REFER TO
COLD-FORMED STEEL GENERAL NOTES FOR MORE
INFORMATION. REFER TO ARCH FOOR WALL STUD WIDTH.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
S3.0.3
S0.0.1
S3.0.3
S3.0.1
S3.0.1
S3.0.1
1 / S3.0.2
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
D
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S
I
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N
S
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B
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A
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CO
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T
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C
T
I
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D
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U
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E
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S
LUCA DELVERME, P.E.
Florida License No. 63055
S1.0.1
AJM
AJM
JDS
LDV
MARCH 2019
FOUNDATION PLAN
HANGAR AND
OFFICES/SHOPS
3/32" = 1'-0"1 OVERALL FOUNDATION PLAN
1
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES.
2
1 01/11/2019 JDS ADDENDUM 2
2 02/19/2019 JDS PERMIT REVIEW COMMENTS
6
A C E F
7
DB
17' - 9"17' - 9"20' - 0"20' - 0"18' - 8"
22
'
-
1
0
"
SEE PLAN NOTE 4
CONT COLD-FORMED JOISTS
S E E P L A N N O T E 4
C O N T C O L D -F O R M E D J O I S T S
5
5
5
5
5
5
5
5
FRAMING PLAN NOTES:
REFER TO:
A.GENERAL NOTES: SHEET
B.COLD-FORMED FRAMING DETAILS
DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL
DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH OTHER
DESIGN DISCIPLINE CONTRACT DOCUMENTS AND REPORT ANY
DISCREPANCY TO THE ARCHITECT OF RECORD IN WRITING FOR
CLARIFICATION PRIOR TO START OF CONSTRUCTION.
REFER TO ARCHITECTURAL DRAWINGS FOR LOCATIONS, LIMITS,
TOP OF WALL ELEVATIONS, AND CONSTRUCTION INFORMATION
FOR ALL INTERIOR NON-LOAD BEARING LIGHT GAUGE PARTITION
WALLS. PROVIDE PROPRIETARY SUPPORTS, CLIPS, AND
FASTENERS CAPABLE OF ACCOMMODATING VERTICAL
DEFLECTIONS OF ROOF FRAMING WHILE LATERALLY BRACING
THE TOP OF ALL WALLS.
MINIMUM: COLD-FORMED CEILING WITH (1)-5/8" GYPSUM
SHEATHING BOTTOM FACE AND (1)-5/8" GYPSUM SHEATHING TOP
FACE. JOISTS ARE 1200S-250-54 SPACED AT 16" OC (MAX) UNO.
BEARING ON COLD-FORMED WALL FRAMING UNO. REFER TO
COLD-FORMED GENERAL NOTES AND TYPICAL COLD FORMED
WALL FRAMING DETAILS FOR METAL SCREWS, SHEAR CLIPS,
TRACKS / STUDS, LATERAL BRACING, EDGE BLOCKING, AND
OTHER INFORMATION.
MINIMUM: COLD-FORMED WALL WITH (1)-5/8" GYPSUM SHEATHING
EXTERIOR FACE AND (1)-5/8" GYPSUM SHEATHING INTERIOR
FACE. STUDS ARE 600S-162-54 SPACED AT 16" OC (MAX) UNO.
REFER TO COLD-FORMED GENERAL NOTES AND TYPICAL COLD
FORMED WALL FRAMING DETAILS FOR METAL SCREWS, SHEAR
CLIPS, TRACKS / STUDS, LATERAL BRACING, EDGE BLOCKING,
AND OTHER INFORMATION.
TOP OF WALL ELEVATION AT 11'-0" UNO.
S0.0.1
1.
2.
3.
4.
5.
6.
S4.0.1
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
V:
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
D
E
S
I
G
N
S
U
B
M
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A
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CO
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LUCA DELVERME, P.E.
Florida License No. 63055
S1.0.2
AJM
AJM
JDS
LDV
MARCH 2019
INTERIOR HANGAR
ROOM CEILING
1/8" = 1'-0"1 HANGAR INTERIOR CEILING
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
1
1 02/19/2019 JDS PERMIT REVIEW COMMENTS
P1 P2 P3
18' - 8"18' - 8"
PA
PB
28
'
-
4
"
T
S
F
4
.
0
T
S
F
4
.
0
T
S
F
4
.
0
T
S
F
4
.
0
T
S
F
4
.
0
T
S
F
4
.
0
TDS2.0
TDS2.0
TDS2.0
TDS2.0
TD
S
2
.
0
TD
S
2
.
0
CJ
CJ CJ CJ
6
S3.0.2
6
S3.0.2
2
S3.0.2
2
S3.0.2
10
"
40' - 0"
1' - 4"
30
'
-
0
"
1' - 4"
CJ
CJ
11 11
7B
12
12
10
"
4
S3.0.1
4
S3.0.1
2
S3.0.1
2
S3.0.1
ISOLATED GENERATOR PAD: 2'-0" THICK CONCRETE SLAB
REINFORCED WITH #5 BARS SPACED AT 12" OC (MAX, TOP
& BOTTOM, EACH WAY) OVER 10 MIL VAPOR BARRIER ON
COMPACTED SUBGRADE. COORDINATE PAD LOCATION
AND LIMITS WITH OTHER DESIGN DISCIPLINE CONTRACT
DRAWINGS AND THE GENERATOR
MANUFACTURER/SUPPLIER'S APPROVED SHOP
DRAWINGS. FOR MORE INFORMATION REFER TO THE
TYPICAL ISOLATION PAD DETAIL ON SHEET
EQUIPMENT PAD: 3" MINIMUM THICK CONCRETE PAD
REINFORCED WITH 6x6-W2.0xW2.0 WWF AT MID-DEPTH
OVER CONCRETE SLAB. COORDINATE PAD THICKNESS,
LOCATION, AND LIMITS WITH OTHER DESIGN DISCIPLINE
CONTRACT DRAWINGS AND THE EQUIPMENT
MANUFACTURER/SUPPLIER'S APPROVED SHOP
DRAWINGS. FOR MORE INFORMATION REFER TO THE
TYPICAL HOUSEKEEPING PAD DETAIL ON SHEET
PROVIDE RIDGELINE PARALLEL TO LONG DIMENSION OF
PUMP HOUSE WITH THE DIMENSIONS SHOWN BELOW:
A.ROOF EAVE HEIGHT = 14'-0"
B.ROOF SLOPE = 1/12
11.
12.
S3.0.1
S3.0.1
13.
FOUNDATION PLAN NOTES:
REFER TO:
A.GENERAL NOTES: SHEET
B.FOUNDATION SCHEDULE: SHEET
C.HELICAL PILE REACTION SCHEDULE: SHEET
DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL
DRAWINGS FOR ADDITIONAL DIMENSIONS NOT SHOWN.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS WITH OTHER
DESIGN DISCIPLINE CONTRACT DOCUMENTS AND REPORT ANY
DISCREPANCY TO THE ARCHITECT OF RECORD IN WRITING
FOR CLARIFICATION PRIOR TO START OF CONSTRUCTION.
LIGHT GAUGE PARTITION WALLS: REFER TO ARCHITECTURAL
DRAWINGS FOR LOCATIONS, LIMITS, TOP OF WALL
ELEVATIONS, AND CONSTRUCTION INFORMATION FOR ALL
INTERIOR NON-LOAD BEARING LIGHT GAUGE PARTITION
WALLS. PROVIDE PROPRIETARY SUPPORTS, CLIPS, AND
FASTENERS CAPABLE OF ACCOMMODATING VERTICAL
DEFLECTIONS OF ROOF FRAMING WHILE BRACING THE WALLS
LATERALLY AT THE TOP OF ALL WALLS.
CONDUIT PENETRATIONS: CONTRACTOR SHALL COORDINATE
AND LOCATE ALL UTILITIES AND CONDUIT PENETRATIONS IN
WALLS AND FOOTING WITH OTHER DESIGN DISCIPLINE
CONTRACT DOCUMENTS AND APPROVED ROUGH-INS. FOR
MORE INFORMATION REFER TO TYPICAL CONDUIT
PENETRATION AT FOOTING SECTION ON SHEET
CORNER BARS: PROVIDE CORNER BARS WHERE ALL
TURNDOWN SLAB FOOTINGS AND WALL FOOTINGS CHANGE IN
DIRECTION AND INTERSECT. FOR MORE INFORMATION REFER
TO TYPICAL HORIZONTAL REINFORCING AT
FOOTINGS/BEAMS/WALLS DETAIL ON SHEET
CIVIL PAVEMENT/TRENCH DRAIN: REFER TO CIVIL PLANS FOR
PAVEMENT STRUCTURE INCLUDING BUT NOT LIMITED TO
CONCRETE, BASE, SUBBASE, JOINTING DETAILS, ETC. REFER
TO ARCHITECTURAL AND/OR CIVIL DRAWINGS AND
SPECIFICATIONS FOR TYPE, SECTIONS, EXTENT AND LOCATION
OF TRENCH DRAIN/BASIN.
SLAB-ON-GRADE CONSTRUCTION: COORDINATE LOCATION
AND EXTENT OF ALL SLAB SLOPES, FLOOR DRAINS, AND
DEPRESSIONS WITH ARCHITECTURAL DRAWINGS AND REFER
TO CIVIL DRAWINGS FOR ACTUAL ELEVATION. FOR EXTERIOR
CONCRETE DOORSTEP AND WALKWAY SLABS NOT SHOWN
HEREIN, SEE ARCHITECTURAL AND/OR CIVIL DRAWINGS FOR
THEIR LIMITS. FOR MORE INFORMATION REFER TO CAST-IN-
PLACE CONCRETE GENERAL NOTES AND TYPICAL SLAB-ON-
GRADE DETAIL ON SHEET . SLAB-ON-GRADE SHALL BE
CAST ON A 10-MIL VAPOR BARRIER ON COMPACTED
SUBGRADE. PROVIDE (2)-#5 x 4'-0" LONG BARS AT ALL RE-
ENTRANT SLAB CORNERS CENTERED WITH CONCRETE SLAB
THICKNESS IN ADDITION TO THE REINFORCEMENT SHOWN
BELOW.
A.4" THICK CONCRETE SLAB REINFORCED WITH #5 @ 12" OC EA
WAY LOCATED AT MID-DEPTH
B.6" THICK CONCRETE SLAB REINFORCED WITH #5 @ 16" OC
(MAX, EACH WAY) LOCATED AT THE MID-DEPTH
C.12" THICK CONCRETE SLAB REINFORCED WITH #5 @ 12" OC EA
WAY LOCATED AT MID-DEPTH
PRE-ENGINEERED METAL BUILDING (PEMB) FRAMES: GENERAL
CONTRACTOR TO VERIFY/COORDINATE EXACT COLUMN
LOCATION, EXACT ANCHOR BOLT LOCATION, MEMBER
QUANTITIES AND LAYOUT WITH PRE-ENGINEERED METAL
BUILDING MANUFACTURER/SUPPLIER'S APPROVED SHOP
DRAWINGS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS
WITH ARCHITECTURAL DRAWINGS AND THE APPROVED PEMB
SHOP DRAWINGS AND REPORT ANY DISCREPANCY TO THE
ARCHITECT OF RECORD IN WRITING FOR CLARIFICATION PRIOR
TO START OF CONSTRUCTION. REFER TO GENERAL NOTES
FOR MORE INFORMATION.
HANGAR DOOR BOTTOM TRACK: REFER TO THE APPROVED
PEMB SHOP DRAWINGS FOR RAILING SIZE, SPACING, EXTENT,
AND LOCATION. PEMB DOOR AND ATTACHMENTS TO THE
FOUNDATION SHALL BE DESIGNED BY THE DELEGATED PEMB
ENGINEER. PROVIDE SIGNED AND SEALED DRAWINGS AND
CALCULATIONS OF ALL TRACK ANCHORAGE HARDWARE WITH
THE PEMB SHOP DRAWINGS SUBMITTAL.
COLUMN BLOCKOUTS: REFER TO TYPICAL COLUMN BLOCKOUT
DETAIL
- INDICATES PRE-ENGINEERED METAL BUILDING WALL X-
BRACING AS LOCATED ON PLAN. COMPRESSION ELEMENTS
BETWEEN FRAMES SHALL BE PROVIDED AS INDEPENDENT PIPE
STRUTS OR INCORPORATED IN COMBINATION WITH THE
BUILDING PURLIN SYSTEM. ALTERNATIVE BRACING LOCATIONS
MUST BE APPROVED BY THE ARCHITECT OF RECORD PRIOR TO
FINALIZING METAL BUILDING DRAWINGS.
- INDICATES LOAD BEARING LIGHT GAUGE WALL WITH
MATCHING TOP AND BOTTOM LIGHT GAUGE TRACK. REFER TO
COLD-FORMED STEEL GENERAL NOTES FOR MORE
INFORMATION. REFER TO ARCH FOOR WALL STUD WIDTH.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
S3.0.3
S0.0.1
S3.0.3
S3.0.1
S3.0.1
S3.0.1
1 / S3.0.2
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
D
E
S
I
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S
LUCA DELVERME, P.E.
Florida License No. 63055
S1.0.3
AJM
SJM
JDS
LDV
MARCH 2019
FOUNDATION PLAN
PUMP HOUSE
1/4" = 1'-0"1 FOUNDATION PLAN - PUMP HOUSE
1
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES.
2
1 01/11/2019 JDS ADDENDUM 2
2 02/19/2019 JDS PERMIT REVIEW COMMENTS
SLAB-ON-GRADE NOTES
FORMED CONSTRUCTION JOINTS AND HAND-TOOLED CONTROL JOINTS ARE EQUAL SUBSTITUTES. PROVIDE
HAND-TOOLED GROOVE JOINTS AT EXTERIOR SLABS ONLY AND WHERE SAWED JOINTS SAW BLADE IS
OBSTRUCTED.
SAWED CONTROL JOINTS SHALL BE PLACED AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE OR
DISLODGING AGGREGATE. CLEAN SAWED/TOOLED JOINT AND APPLYING JOINT MATERIAL PER
MANUFACTURER'S INSTRUCTIONS.
SEE PLAN FOR JOINT SPACING. DO NOT EXCEED 30xD (EACH DIRECTION) JOINT SPACING OR MAXIMUM 10'-0"
FOR 4" SLAB. WHERE TOP OF SLAB SURFACES ARE TO BE FINISHED WITH TILE OR OTHER FEATURES,
GENERAL CONTRACTOR SHALL COORDINATE JOINT LOCATIONS WITH TILE MORTAR JOINTS. JOINT PATTERN
SHALL NOT EXCEED 1.5 TO 1 ASPECT RATIO.
1.
2.
3.
TYPICAL SAWED
OR HAND-TOOLED
GROOVE JOINT
TYPICAL
CONSTRUCTION
JOINT
CONTROL JOINTS (CJ)
PROVIDE 1/8" SAW JOINT OR
HAND-TOOLED GROOVE JOINT
AND FILL WITH ELASTOMERIC
JOINT MATERIAL (TYP).
CONCRETE
SLAB-ON-GRADE,
SEE PLAN (TYP)
PROVIDE CORROSION
RESISTANT, RIGID, KEY JOINT
WITH SQUARE TOP ABLE TO
ACCOMODATE CONT. BAR
REINFORCING (TYP)
CONTINUE BAR REINFORCING
PAST FORM MINIMUM BAR LAP
LENGTH; DISCONTINUE SLAB
REINFORCING WITHIN 3" FROM
JOINT FORM (TYP)
COMPACTED
SUBGRADE (TYP)
SLAB
REINFORCING
PLACED CLEAR
OF SAW DEPTH
(TYP)
'D
'
S
L
A
B
D
E
P
T
H
.
1/
4
'
D
'
.
.
1/
2
'
D
'
1/
2
'
D
'
PROVIDE 3/4"
CHAMFER ALL AROUND
T/PAD, COORD W/
ARCH'L/MECH/ELEC
CONCRETE
SLAB-ON-GRADE,
SEE PLAN (TYP)
COMPACTED
SUBGRADE (TYP)
DRILL AND EPOXY #4
BARS W/ 3"
EMBEDMENT AND STD
HOOKS SPACED @
2'-0" OC (ALL AROUND)
ROUGHEN SURFACE
AND APPLY
BONDING AGENT
.
.
EQ
EQ
REFER TO THE APPROVED MNFR/SUPPLIER'S
EQUIPMENT SHOP DRAWINGS FOR DIMENSIONS,
SUPPORTS, ANCHORAGE, ETC
.
6" TYP. ALL
AROUND
.
EL. SEE PLAN
T/SLAB
THICKENED SLAB
CONCRETE CURB
REINFORCED WITH CONT. #
4 BAR. PROVIDE #4 DOWEL
SPACED AT 2'-0" OC (MAX)
WALL OVER CURB,
SEE PLAN
1
1
1' - 0"
1'
-
0
"
M I N (T Y P )
6 "
ARCHITECTURAL
COORDINATE WIDTH WITH
INTERSECTIONS CORNERS
TYPICAL HORIZONTAL REINFORCING
BARS, SEE SCHEDULE FOR SIZE AND
NUMBER AND REFER TO GENERAL
NOTES FOR CLEAR COVER
CORNER BARS TO MATCH
SIZE AND NUMBER WITH
HORIZONTAL REINFORCING
BARS (TYP)
PROVIDE HORIZONTAL
2x4 KEYWAY (TYP)
OUTSIDE CORNER BARS TO
MATCH SIZE AND NUMBER
WITH HORIZONTAL
REINFORCING BARS (TYP)
EXTEND INSIDE
HORIZONTAL
REINFORCING WITH
STANDARD HOOK
TO FAR FACE (TYP)
0 "
T Y P
.
BAR LAP SPLICE
SEE GENERAL NOTES
BAR LAP SPLICE
SEE GENERAL NOTES
B A R L A P S P L I C E
S E E G E N E R A L N O T E S
DO NOT INTERUPT TYPICAL FOOTING
HORIZONTAL TOP REINFORCING AND
TRANSVERSE REINFORCING
CONDUIT THROUGH FOOTING CONDUIT BELOW FOOTING
(OPTION 1)
CONDUIT BELOW
FOOTING (OPTION 2)
EL. SEE PLAN
T/FOOTING
EL. SEE M/E/P PLANS
T/CONDUIT (TYP)
CONCRETE ENCASEMENT
WIDTH AND DESIGN MIX TO
MATCH FOOTING. POUR
PRIOR TO WALL FOOTING
#3 TIES BETWEEN POURS
SPACED AT 2'-0" OC (MAX)
1
1 2
1
CONDUIT, REFER
TO ARCH. MEP
PLANS FOR
NUMBER AND
EXACT
LOCATION
SCHEDULE 80 PVC
SLEEVE OF INSIDE
DIAMETER 2"
GREATER THAN
OUTSIDE
DIAMETER OF
CONDUIT
COMPACTED
SUBGRADE 1
1 1
1
COMPRESSIBLE MATERIAL
WITHIN THE SLEEVE GAP
(TYP EACH END)
EL. SEE PLAN
T/FOOTING
1.
2.
NOTES:
'CONDUIT BELOW FOOTING (OPTION 2)' DETAIL SHALL NOT BE USED WHERE CONDUIT IS GREATER THAN 30
DEGREES FROM ORTHOGONAL (IN PLAN) WITH RESPECT TO THE WALL FOOTING.
FOR CONDUIT DIAMETERS, LOCATIONS, AND ELEVATIONS DEVIATING FROM THE CRITERIA ABOVE,
CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN W RITING FOR CLARIFICATION.
CONDITION APPLICABLE DETAIL
TOP OF CONDUIT ELEVATION WITHIN 10" ABOVE OR
BELOW TOP OF FOOTING ELEVATION
'TYPICAL WALL STEP FOOTING DETAIL' (CONDUIT
PASSES THROUGH WALL ABOVE FOOTING)
TOP OF CONDUIT ELEVATION WITHIN 10" BELOW
BOTTOM OF FOOTING ELEVATION
'CONDUIT THROUGH FOOTING' DETAIL.
TOP OF CONDUIT ELEVATION GREATER THAN 10"
BELOW BOTTOM OF FOOTING ELEVATION
'CONDUIT BELOW FOOTING (OPTION 1)' OR 'CONDUIT
BELOW FOOTING (OPTION 2)'
CONDUIT PENETRATION AT FOOTING APPLICATIONS
0 " T Y P
(MIN, TYP)
8"
FOOTING WIDTH (W)
OUTSIDE DIAMETER OF CONDUIT
W+2+(2xd) FT LONG STEEL PIPE SLEEVE
OF INSIDE DIAMETER 2" GREATER THAN
d
(MIN, TYP)
1' - 0"
M I N
8 "
3 ' - 0 " M A X
.
REFER TO THE MECH DRAWINGS AND APPROVED
GENERATOR/MECHANICAL UNIT MNFR/SUPPLIER'S SHOP
DRAWINGS FOR DIMENSIONS, CURB SUPPORTS,
VIBRATION ISOLATORS, ANCHORAGE, ETC
CLEAR COVER,
SEE GENERAL
NOTES (TYP)
CONCRETE SLAB-
ON-GRADE, SEE
PLAN (TYP)PROVIDE 3/4"
COMPRESSIBLE, PRE-
MOLDED EXPANSION
JOINT ALL AROUND
COMPACTED
SUBGRADE (TYP)
RE-ENTRANT BARS,
SEE PLAN (TYP. ALL
CORNERS)
PROVIDE 3/4" CHAMFER
ALL AROUND
CONCRETE
ISOLATION PAD,
SEE PLAN
T/PAD, COORD W/
ARCH'L/MECH/ELEC
..
.4" MIN 4" MIN
.
PROVIDE 1/8" SAW JOINT OR HAND-TOOLED GROOVE JOINT
AND FILL WITH ELASTOMERIC JOINT MATERIAL (TYP)
S L O P E U PLEVEL SLAB, SEE PLAN
FOR ELEVATIONS S L O P E D O W N
2
1
SUPPORTED CONT. SLAB
REINFORCING PLACED CLEAR
OF SAWED DEPTH (TYP)TYPICAL THICKNESS TRANSITION
TYPICAL RAMP TRANSITION
NOTE:
REFER TO TYPICAL SLAB-ON-GRADE DETAIL FOR ALL OTHER INFORMATION.
CONCRETE SLAB-ON-
GRADE, SEE PLAN (TYP)
EL. SEE PLAN
T/SLAB
1.
LEVEL SLAB, SEE PLAN
FOR ELEVATIONS
.
..
.
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
D
E
S
I
G
N
S
U
B
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S
LUCA DELVERME, P.E.
Florida License No. 63055
S3.0.1
AJM
AJM
JDS
LDV
MARCH 2019
FOUNDATION
DETAILS
3/4" = 1'-0"1 TYPICAL SLAB ON GRADE DETAIL
3/4" = 1'-0"2 TYPICAL HOUSKEEPING PAD DETAIL
3/4" = 1'-0"3 TYPICAL CURB DETAIL
3/4" = 1'-0"6 TYPICAL HORIZ REINF AT FOOTINGS/BEAMS/WALLS
3/4" = 1'-0"7 TYPICAL CONDUIT PENETRATION AT FOOTING
3/4" = 1'-0"4 TYPICAL ISOLATION PAD DETAIL
3/4" = 1'-0"5 TYPICAL SLAB TRANSITION DETAIL
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
1
1 02/19/2019 JDS PERMIT REVIEW COMMENTS
EXTERIOR FINISHES: SEE GENERAL
NOTES AND PRE-ENGINEERED
APPROVED SHOP DRAWINGS
GL
PRE-ENGINEERED METAL BUILDING "Z"
GIRTS: VERIFY SIZE, SPACING
(VERTICALLY) WITH MNFR / SUPPLIER'S
APPROVED SHOP DRAWINGS (TYP)
HELICAL ANCHOR (TYP) TO BE DESIGNED BY
HELICAL ANCHOR DELEGATED ENGINEER.
REFER TO HELICAL ANCHOR REACTIONS
SCHEDULE FOR DESIGN REACTIONS. REFER
TO APPROVED HELICAL ANCHOR
MANUFACTURER SHOP DRAWINGS FOR
QUANTITY OF ANCHORS AND PLACEMENT
SLAB ON GRADE AND ON FOOTING,
PROVIDE BOND BREAKER OVER
FOOTINGS, SEE PLAN
COLUMN BLOCKOUT. REFER TO
TYPICAL COLUMN BLOCKOUT DETAIL
FOR MORE INFORMATION.
PROVIDE BITUMINOUS COATING
ON STEEL SURFACES IN
CONTACT WITH CONCRETE
TYPICAL BLOCKOUT AT
EDGE COLUMN DETAIL
TYPICAL BLOCKOUT AT
INTERIOR COLUMN DETAIL
ANCHOR BOLT AND LEVELING
NUTS (TYP). FOR MORE
INFORMATION SEE TYPICAL
ANCHOR BOLT PROJECT DETAIL
FOUNDATION SCHEDULE
FXX.X, SEE PLAN AND
.CL
R
C
O
V
E
R
T
Y
P
SE
E
G
E
N
N
O
T
E
S
SE
E
S
C
H
E
D
U
L
E
EQ
EQ
.MIN. EDGE DISTANCE
SEE HELICAL PILE
SCHEDULE
M
IN 8"
MA
X
1
'
-
0
"
(
T
Y
P
)
.
M
I
N
8
"
M
A
X
1
'
-0"
(T
Y
P )
CIVIL PAVEMENT, SEE CIVIL
PLANS FOR JOINTING
.
EL. SEE PLAN
T/ FDN
EL. SEE PLAN
T/ SLAB
M
A
X 1'-0" (T
Y
P)
MI
N
8
"
EL. SEE PLAN
T/SLAB/FTG
T/BASE PLATE
LEVELING NUT: HEAVY
HEX NUT WITH
OVERSIZED PLATE
WASHER
HEAVY HEX NUT
NOTE:
UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE
TIGHTENED TO A "SNUG TIGHT" PLUS 1/2 TURN.
REFER TO THE APPROVED PEMB SHOP DRAWINGS
FOR THE NUMBER AND DIAMETER OF ANCHOR
BOLTS.
.2"
.
.
.
AN
C
H
O
R
B
O
L
T
L
E
N
G
T
H
=
FO
O
T
I
N
G
D
E
P
T
H
-
3
"
(S
E
E
F
O
U
N
D
A
T
I
O
N
S
C
H
E
D
U
L
E
)
PR
O
J
E
C
T
I
O
N
BA
S
E
PL
A
T
E
2"
H
I
G
H
S
T
R
E
N
G
T
H
GR
O
U
T
2x
A
N
C
H
O
R
DI
A
.
1.
LEVELING NUT: HEAVY
HEX NUT WITH
OVERSIZED PLATE
WASHER
2.
TDSXX.X, SEE PLAN AND
FOUNDATION SCHEDULE
CONCRETE SLAB-ON-
GRADE, SEE PLAN (TYP)
1
1
COMPACTED
SUBGRADE (TYP)
PRE-ENGINEERED METAL
BUILDING "Z" GIRTS: VERIFY
SIZE, SPACING (VERTICALLY)
WITH MNFR/SUPPLIER'S
APPROVED SHOP DRAWINGS
EL. SEE PLAN
T/ SLAB
G.L.
.
CLR
SEE GENERAL NOTES
SE
E
S
C
H
E
D
U
L
E
.
.
EQ
EQ
EXTERIOR FINISHES: SEE
GENERAL NOTES AND
PRE-ENGINEERED
APPROVED SHOP
DRAWINGS
PROVIDE #4x4'-0" LONG BAR
WITH STANDARD HOOK
SPACED AT 2'-0" OC MAX
.
TDSXX.X, SEE PLAN AND
FOUNDATION SCHEDULE
CONCRETE SLAB-ON-
GRADE, SEE PLAN (TYP)
1
1
COMPACTED
SUBGRADE (TYP)
EL. SEE PLAN
T/ SLAB
G.L.
.
CLR
SEE GENERAL NOTES
SE
E
S
C
H
E
D
U
L
E
.
.
EQ
EQ
PROVIDE 3/4"
CHAMFER AT ALL
EXPOSED EDGES
PROVIDE #4x4'-0" LONG BAR
WITH STANDARD HOOK
SPACED AT 2'-0" OC MAX
.
TDSXX.X (BEYOND), SEE PLAN
AND FOOTING SCHEDULE (TYP).
CONTINUE HORIZONTAL
REINFORCING BARS THROUGH
TSF (TYP).
PROVIDE (1)-#5 HAIRPIN; USE 30° ANGLES
FOR HAIRPINS LOCATED AT CORNER
SLAB CONDITIONS OR USE 45° ANGLES
FOR HAIRPINS LOCATED AT SIDE OF
INTERIOR SLAB CONDITIONS. SEE
GEOMETRY ABOVE.
1 2 ' - 0 "
1' - 0"
CONCRETE
SLAB-ON-GRADE,
SEE PLAN (TYP)
1
1
COMPACTED
SUBGRADE (TYP)
PRE-ENGINEERED
METAL BUILDING
FRAME COLUMN:
VERIFY SIZE, BASE
PLATE SIZE, ANCHOR
BOLT SIZE AND
LAYOUT WITH MNFR /
SUPPLIER'S APPROVED
PRE-ENGINEERED METAL BUILDING
"Z" GIRTS: VERIFY SIZE, SPACING
(VERTICALLY) AND CONNECTION
THERE OF TO PRE-ENGINEERED
METAL BUILDING COLUMN WITH
MNFR/SUPPLIER'S APPROVED SHOP
DRAWINGS. REFER TO
ARCHITECTURAL FOR LOCATIONS
OF CURTAIN WALL.
EL. SEE PLAN
T/ SLAB
G.L.
S E E B E L O W
V A R I E S
.
AND FOUNDATION SCHEDULE (TYP)
TSFXX.X, SEE PLAN
.
CLR
SEE GENERAL NOTES
SE
E
S
C
H
E
D
U
L
E
.
.
EQ
EQ
ANCHOR BOLT AND LEVELING
NUTS (TYP). FOR MORE
INFORMATION SEE TYPICAL
ANCHOR BOLT PROJECT DETAIL
*****
SEE PLAN
SFX.XX, SEE PLAN AND FOUNDATION SCHEDULE
CL
R
A
I
L
CL
R
A
I
L
CL
R
A
I
L
ROUGHEN SURFACE
AND APPLY BONDING
AGENT
HANGAR SLAB,
SEE PLAN
APRON SLAB,
SEE CIVIL
SEE CIVIL FOR JOINTING (TYP)
FO
O
T
I
N
G
TH
I
C
K
N
E
S
S
SE
E
S
C
H
E
D
U
L
E
NOTE:
CONTRACTOR TO COORDINATE WITH APPROVED HANGAR DOOR SHOP
DRAWINGS FOR DIMENSIONS, DOOR STOPS, RAIL ASSEMBLY, ANCHOR
BOLTS, ETC. AND PEMB MANUFACTURER APPROVED SHOP DRAWINGS.
EL. SEE PLAN
T/ FDN
#5 TRANSVERSE AT 12"
OC (MAX)
#5 CONT (TYP)
#5 CONT AT 12" OC
(MAX)
FOR PIPE OUTFALL,
SEE MEP
1..
PROVIDE SMOOTH
FINISH AND BOND
BREAKER (TYP)
1' - 0"1' - 0"
CL
R
A
I
L
#5 DOWELS AT 2'-0" OC
(MAX) TYP EA SIDE
CONCRETE SLAB-ON-
GRADE, SEE PLAN
CIVIL PAVEMENT, SEE CIVIL
PLANS FOR JOINTING
PRE-ENGINEERED METAL
BUILDING "Z" GIRTS: VERIFY
SIZE, SPACING (VERTICALLY)
WITH MNFR/SUPPLIER'S
APPROVED SHOP DRAWINGS
EL. SEE PLAN
T/ SLAB
G.L.
EXTERIOR FINISHES:
SEE GENERAL
NOTES AND PRE-
ENGINEERED
APPROVED SHOP
DRAWINGS.
.
SE
E
P
L
A
N
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
D
E
S
I
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N
S
U
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S
LUCA DELVERME, P.E.
Florida License No. 63055
S3.0.2
AJM
AJM
JDS
LDV
MARCH 2019
FOUNDATION
DETAILS
1/2" = 1'-0"1 TYPICAL COLUMN AT FOOTING DETAIL
3/4" = 1'-0"5 TYPICAL ANCHOR BOLT PROJECTION DETAIL
3/4" = 1'-0"4 TYPICAL TDS EDGE AT PEMB
3/4" = 1'-0"2 TYPICAL TDS EDGE AT DOOR
3/4" = 1'-0"6 TYPICAL TSF AT PEMB COLUMN
3/4" = 1'-0"7 SECTION AT HANGAR DOOR
1/2" = 1'-0"3 SLAB EDGE DETAIL
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
1
1 02/19/2019 JDS PERMIT REVIEW COMMENTS
HELICAL PILE REACTION SCHEDULE
COLUMN GRIDLINE LATERAL, H1
(KIP)
LATERAL, H2
(KIP)
GRAVITY, P
(KIP)
NET UPLIFT, P
(KIP)
ASSUMED
QUANTITY OF
BATTERED PILES, H1
ASSUMED
QUANTITY OF
VERTICAL PILES
ASSUMED
QUANTITY OF
BATTERED PILES, H2
NOTES:
REFER TO HELICAL PILE GENERAL NOTES.
VALUES DISPLAYED IN THIS TABLE ARE THE MAXIMUM ENVELOPE REACTIONS (BASED ON SERVICE LOADING) CALCULATED IN THE
PRELIMINARY PEMB CALCULATIONS AND SHALL BE USED BY THE HELICAL PILE MANUFACTURER DELEGATED ENGINEER TO COMPLETE
HELICAL PILE LAYOUT AND DESIGN. THE LOADS HEREIN ARE BASED ON THE WALL X-BRACING CONFIGURATION ON PLAN WITH MATCHING
ROOF X-BRACING IN THE SAME BAYS. THE LOADS ALSO ASSUMED HANGAR DOOR BRACES EXTENDING TO FRAMES GRIDLINES 2 & 3.
NET UPLIFT VALUE GIVEN IN THIS TABLE IS THE NET UPLIFT CALCULATED ACCOUNTING FOR SUPERIMPOSED LOADS, SUPERSTRUCTURE
SELF-WEIGHT, AND SUBSTRUCTURE SELF-WEIGHT. NO ADDITIONAL LOAD MAY BE REMOVED FROM NET UPLIFT VALUES FOR HELICAL
PILE DESIGN.
A.EXCEPTION: IF FOUNDATION SIZE IS INCREASED, AS DIRECTED BY THE HELICAL PILE DELEGATED ENGINEER, LARGER THAN THAT
SPECIFIED IN THESE PLANS, WEIGHT OF ADDITIONAL CONCRETE SHALL BE PERMITTED TO BE USED TO REDUCE THE SPECIFIED NET
UPLIFT VALUE.
THE HELICAL PILE LAYOUT SHALL BE DESIGNED WITH THE FOLLOWING CRITERIA:
A.MINIMUM HELICAL PILE EDGE DISTANCE = 2'-0"
B.MINIMUM HELICAL PILE SPACING = 4'-0"
C.MAXIMUM ALLOWABLE AXIAL COMPRESSIVE LOAD PER VERTICAL PILE LIMITED BY CONCRETE PUNCHING SHEAR = 25 KIP
D.MAXIMUM ALLOWABLE AXIAL TENSION LOAD PER VERTICAL PILE = 25 KIP
E.MAXIMUM ALLOWABLE AXIAL TENSION LOAD PER BATTERED PILE = 20 KIP
1.
2.
3.
4.
H2
P
H1
H2
P
H1
H2
P
H1
H2
P
H1
H2
P
H1
H2
P
H1
H2
P
H1
H2
P
H1
H2
H1
H2
H1
H2H1
H2
H1
H
2
H
1
H
2
H
1
ELEVATION - END WALL FRAME ELEVATION - PRIMARY FRAME ELEVATION - LEAN-TO FRAME
PLAN VIEW ORIENTATION
REACTIONS GIVEN ON
CONNECTED FRAME
A/1, A/3, L/1, L/3 +/- 60 +/- 50 + 165 - 30 7 4 4
A/2, A/4, A/5, A/6,
L/2, L/4, L/6, L/6 +/- 55 +/- 55 + 235 - 115 9 4 4
+/- 20 +/- 20 + 50 0 ---A/7, B/7, C/7, D/7, E/7,
F/7, G/7, H/7, J/7, K/7, L/7
+/- 20 +/- 20 + 30 0 ---G/8, G/9, L/8, L/9,
H/9, J/9, K/9
FOUNDATION SCHEDULE
FOOTING
MARK
SIZE
T W x L REINFORCEMENT
TDS1.0 12"1'-6" x CONT
TSF4.0 24"(6)-#7 TOP & BOTTOM, EACH WAY4'-0" x 4'-0"
F4.0 30"(6)-#7 TOP & BOTTOM, EACH WAY4'-0" x 4'-0"
CONT (3)-#5 BOTTOM
F12.0 30"(15)-#7 TOP & BOTTOM, EACH WAY12'-0" x 12'-0"
TDS2.0 24"1'-6" x CONT CONT (3)-#5 BOTTOM
SF8.0 12"8'-0" x CONT CONT (9)-#5 BOTTOM & #5 @ 16" OC (MAX)
F16.0 30"(20)-#7 TOP & BOTTOM SHORT BARS, (12)-#7 TOP & BOTTOM LONG BARS16'-0" x 9'-0"
F6.0 30"(8)-#7 TOP & BOTTOM, EACH WAY6'-0" x 6'-0"
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
D
E
S
I
G
N
S
U
B
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A
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CO
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T
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N
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S
LUCA DELVERME, P.E.
Florida License No. 63055
S3.0.3
AJM
AJM
JDS
LDV
MARCH 2019
FOUNDATION
DETAILS
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
1
1 02/19/2019 JDS PERMIT REVIEW COMMENTS
WALL PERPENDICULAR TO JOIST
(EXTERIOR WALL)
NOTE:
SEE COLD-FORMED STEEL GENERAL NOTES AND FRAMING
PLAN NOTES FOR MORE INFORMATION.
EL. SEE PLAN
T/ SLAB
EL. SEE PLAN
T/ WALL
CONCRETE CURB. SEE
TYPICAL CURB DETAIL
AND ARCH FOR
LOCATION
CONT COLD-FORMED
BOTTOM TRACK
COLD-FORMED WALL
FRAMING
COLD-FORMED LATERAL
BRACING (TYP)
CONT COLD-FORMED
TOP TRACK
COLD-FORMED CLOSURE
TRACK, CONT ALL AROUND
FINISH SHEATHING, REFER TO
ARCH AND COLD-FORMED
GENERAL NOTES (TYP)
FINISH SHEATHING ON COLD-FORMED
JOIST BEARING ON WALL AND
EXTENDING TO CLOSURE TRACK W/
SHEAR CLIP
BLOCKING BETWEEN JOISTS. PROVIDE
SHEAR CLIP EACH END PERPENDICULAR
TO JOIST
WALL PARALLEL TO JOIST
(EXTERIOR WALL)
EL. SEE PLAN
T/ SLAB
EL. SEE PLAN
T/ WALL
CONCRETE CURB. SEE
TYPICAL CURB DETAIL
AND ARCH FOR
LOCATION
CONT COLD-FORMED
BOTTOM TRACK
COLD-FORMED WALL
FRAMING
COLD-FORMED LATERAL
BRACING (TYP)
CONT COLD-FORMED
TOP TRACK
COLD-FORMED CLOSURE
TRACK, CONT ALL AROUND
FINISH SHEATHING, REFER TO
ARCH AND COLD-FORMED
GENERAL NOTES (TYP)
FINISH SHEATHING ON COLD-FORMED
JOIST BEARING ON WALL AND
EXTENDING TO CLOSURE TRACK W/
SHEAR CLIP
COLD-FORMED JOIST (TYP)
WALL PARALLEL TO JOIST
(INTERIOR WALL)
EL. SEE PLAN
T/ SLAB
EL. SEE PLAN
T/ WALL
CONCRETE CURB. SEE
TYPICAL CURB DETAIL
AND ARCH FOR
LOCATION
CONT COLD-FORMED
BOTTOM TRACK
COLD-FORMED WALL
FRAMING
COLD-FORMED LATERAL
BRACING (TYP)
CONT COLD-FORMED
TOP TRACKFINISH SHEATHING,
REFER TO ARCH AND
COLD-FORMED
GENERAL NOTES
(TYP)
FINISH SHEATHING ON COLD-
FORMED JOIST
COLD-FORMED JOIST (TYP)
BLOCKING BETWEEN
JOISTS. PROVIDE SHEAR
CLIP EACH END
PERPENDICULAR TO JOIST
WALL PERPENDICULAR TO JOIST
(INTERIOR WALL)
EL. SEE PLAN
T/ SLAB
EL. SEE PLAN
T/ WALL
CONCRETE CURB. SEE
TYPICAL CURB DETAIL
AND ARCH FOR
LOCATION
CONT COLD-FORMED
BOTTOM TRACK
COLD-FORMED WALL
FRAMING
COLD-FORMED LATERAL
BRACING (TYP)
CONT COLD-FORMED
TOP TRACKFINISH SHEATHING,
REFER TO ARCH AND
COLD-FORMED GENERAL
NOTES (TYP)
FINISH SHEATHING ON COLD-
FORMED JOIST
COLD-FORMED JOIST BEARING
ON WALL W/ SHEAR CLIP
1.
PLAN VIEW
.WALL STUD SPACING
PROVIDE CONCRETE SCREWS
COLD-FORMED WALL FRAMING
CONT BOTTOM TRACK
FINISH SHEATHING.
REFER TO ARCH
.3" (MAX)
NOTES:
REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR OPENING SIZE, HEADER AND
SILL ELEVATIONS, AND TOP OF WALL BRACING.
CEILING FRAMING, IF APPLICABLE, NOT SHOWN FOR CLARITY.
CONT COLD-FORMED
TOP TRACK
COLD-FORMED
WALL FRAMING
DOUBLE KING-
STUDS AND JACK-
STUDS EA SIDE OF
OPENING
CONT COLD-FORMED
TOP TRACK
CONCRETE SCREWS
(TYP)
.
16 GA x 1 1/4" STRAPS
SPACED @ 3'-0" OC (MAX)
COLD-FORMED
SHEAR CLIP
COLD-FORMED
HEADER-BEAM
8'-0" (MAX). NOTIFY
ARCHITECT IN WRITING
FOR LARGER OPENINGS
DOOR OPENING
CONT COLD-FORMED
TOP TRACK
COLD-FORMED
WALL FRAMING
DOUBLE KING-
STUDS AND JACK-
STUDS EA SIDE OF
OPENING
CONT COLD-FORMED
TOP TRACK
CONCRETE SCREWS
(TYP)
.
16 GA x 1 1/4" STRAPS
SPACED @ 3'-0" OC (MAX)
COLD-FORMED
SHEAR CLIP (TYP)
COLD-FORMED
HEADER-BEAM
8'-0" (MAX). NOTIFY
ARCHITECT IN WRITING
FOR LARGER OPENINGS
WINDOW OPENING
COLD-FORMED
SILL-BEAM
1.
2.
ENGINEERS & PLANNERS
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
www.avconinc.com
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
AVCON, INC.
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SHEET NUMBER
AVCON PROJECT NO.
NO. DATE BY DESCRIPTION
DRAWN BY:
APPROVED BY:
CHECKED BY:
DESIGNED BY:
DATE:
SCALE:
REVISIONS:
TREASURE COAST
INTERNATIONAL
AIRPORT
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
AS NOTED
JULY 2018
2017.259.01
MLM#15620
FPR MRO HANGAR
90
%
D
E
S
I
G
N
S
U
B
M
I
T
T
A
L
CO
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S
T
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U
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I
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LUCA DELVERME, P.E.
Florida License No. 63055
S4.0.1
AJM
AJM
JDS
LDV
MARCH 2019
COLD-FORMED
FRAMING DETAILS
3/4" = 1'-0"1 COLD-FORMED FRAMING DETAILS
3/4" = 1'-0"2 TYPICAL COLD-FORMED STEEL OPENINGS
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
1
1 02/19/2019 JDS PERMIT REVIEW COMMENTS
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M001
S BREEN
S BREEN
Z PEPPER
MARCH 2019
MECHANICAL
SYMBOLS AND
LEGENDS
Z PEPPER
SYMBOLS
MECHANICAL SYMBOLS
NOTE: NOT ALL SYMBOLS TABULATED ABOVE ARE NECESSARILY USED ON THE DRAWINGS.
DESCRIPTION
SD SMOKE DAMPER
FS COMBINATION FIRE/SMOKE DAMPER
FD FIRE DAMPER
F FIRESTAT
H HUMIDSTAT
T TEMPERATURE SENSOR
VD ADJUSTABLE VOLUME DAMPEROR
M MOTORIZED DAMPER
BD BAROMETRIC DAMPER
OPPOSED BLADE DAMPEROBD
BACKDRAFT DAMPERBDD
CO CARBON DIOXIDE SENSOR
F FREEZESTAT
S
FILTER SECTION
AIR FLOW MONITORING STATIONAFM
INDICATES REFERENCE TO DETAIL 07,
SHEET M-3. ALSO INDICATED BY: REF.
07/M-3.
07/M-3
FLEXIBLE CONNECTION
MECHANICAL EQUIPMENT
CEILING SUPPLY DIFFUSER
CEILING SUPPLY DIFFUSER
INDICATES REFERENCE TO SEC. 01,
SHEET M-3
DUCTWORK
SP STATIC PRESSURE SENSOR
STATIC PRESSURE SENSOR
POINT OF CONNECTION
VOLUME DAMPER
CAP SECTION
SYMBOLS DESCRIPTION
GATE VALVE
CHECK VALVE
GLOBE VALVE
PLUG VALVE
BUTTERFLY VALVE
STRAINER
3/4" GATE VALVE WITH HOSE CONNECTION
3-WAY CONTROL VALVE
STRAIGHT THROUGH CONTROL VALVE
BALL VALVE
TEST PLUG
GAUGE STATION WITH COCK
THERMOMETER
AIR VENT
PRESSURE RELIEF VALVE
PRESSURE REDUCING VALVE
FLOW METER
UNION OR FLANGE
FLOW CONTROL VALVE
CHILLED WATER SUPPLY
CHILLED WATER RETURN
HOT WATER SUPPLY
HOT WATER RETURN
CONDENSATE DRAIN
REFRIGERANT SUCTION LINE
REFRIGERANT LIQUID LINE
AIR HANDLING UNIT EXHAUST FAN
SMOKE DETECTOR (BY DIVISION 16)
THERMOMETER WELL
AV
CHS
CHR
HWS
HWR
CD
RS
EXHAUST FAN
SUPPLY AIR
OUTSIDE AIR
RETURN AIR
ENERGY RECOVER UNIT
TRANSFORMER
HOT WATER PUMP
NATURAL GAS
STEAM TRAP
ROOF HOOD
RS
AHU
EF
SA
OA
RA
ERU
T
WP
NG
ST
RH
A.SITE VISIT-THE CONTRACTOR AND SUBCONTRACTOR SHALL VISIT
THE SITE AND THOROUGHLY FAMILARIZE THEMSELVES WITH THE
EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO
OBSERVABLE CONDITIONS WILL BE CONSIDERED.
B.PROVIDE EQUIPMENT CLEARANCE IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN
ACCORDANCE WITH ALL APPLICABLE CODES.
C.ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF
THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE LAWS,
RULES, REGULATION AND ORDINANCES OF FEDERAL, STATE, AND
LOCAL AUTHORITIES, WHETHER INDICATED ON THE DRAWINGS OR
NOT.
D.PROVIDE FIRE STOPPING AT PENETRATIONS OF RATED ASSEMBLIES
(SLAB AND RATED WALLS).
E.THE PIPING SHOWN ON THESE DRAWINGS ARE DIAGRAMMATIC.
CONTRACTOR SHALL ARRANGE WORK IN A NEAT AND ORDERLY
MANNER. THE CONTRACTOR SHALL MAKE ANY OFFSETS,
TRANSITIONS, AND OTHER MINOR ADJUSTMENTS AS REQUIRED FOR
A COMPLETE AND WORKING SYSTEM INSTALLATION.
F.DRAWINGS SHOW GENERAL SIZE AND APPROXIMATE LOCATIONS.
THE DRAWINGS ARE INTENDED TO SHOW THE GENERAL
ARRANGEMENT OF THE UTILITY SYSTEM. THE CONTRACTOR SHALL
FIELD VERIFY ALL UTILITY CONNECTIONS SIZE, LOCATION, DEPTH.
THE CONTRACTOR SHALL INSTALL ALL SYSTEMS ACCORDING TO THE
ACTUAL FIELD CONDITIONS FOUND. ANY MECHANICAL SYSTEM
COMPONENET INSTALLED INCORRECTLY DUE TO FIELD CONDITIONS
SHALL BE REMOVED AND INSTALLED CORRECTLY AT THE EXPENSE
OF THE CONTRACTOR.
G.THE CONTRACTOR SHALL NOT CUT ANY STRUCTURAL MEMBERS OF
BUILDING WITHOUT PRIOR CONSENT OF ARCHITECT AND/OR
STRUCTURAL ENGINEER.
H.ENGAGE A FACTORY AUTHORIZED SERVICE REPRESENTATIVE TO
PERFORM START-UP SERVICES AND TO TRAIN OWNER'S
MAINTENANCE PERSONNEL TO ADJUST. OPERATE AND MAINTAIN
EQUIPMENT.
I.PROVIDE OPERATION AND MAINTENANCE MANUALS TO OWNER FOR
ALL INSTALLED EQUIPMENT.
J.ALL PIPING ELEVATIONS INDICATED ON THIS DRAWING SET ARE
APPROXIMATE AND ARE PROVIDED FOR INFORMATIONAL PURPOSES
ONLY. THE CONTRACTOR SHALL FIELD VERIFY ALL PIPING
ELEVATIONS IN THE FIELD PRIOR TO SUBMITTING A BID.
GENERAL NOTES
NO.DATE DESCRIPTION
M101
1
M102
1
M103
1
9
8
7
6
5
4
3
2
1
LABCDFGHJKE
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M100
S BREEN
S BREEN
Z PEPPER
MARCH 2019
OVERALL
MECHANICAL
FLOOR PLAN
Z PEPPER
1" = 20'-0"M100
1 OVERALL MECHANICAL FLOOR PLAN
PLAN NORTH
NO.DATE DESCRIPTION
FPER
101 MENS
LOCKERS
105
STORAGE
108
JANITOR
107
WOMENS
LOCKERS
103
WOMENS
SHOWER
104
MENS
SHOWER
106
7
6
5
LABCDFGHJKE
EF-7
EF-3
EF-4
CF-1
L-3
L-4
L-1
T
T
L-7
T
M
M
6"x6"
25B 8"x8"
100B
8"x8"
100B
6"x6"
75B
6"x6"
75B
8"x8"
150B 8"x8"
150B
1
2
34
4
5 18"x10"
325D 18"x10"
325D
FDFD
CF-2
3
6
7
8"x10"
12"x12"
6"x8"8"x10"
EF-1 14"x12"
L-10
L-11
L-14
18"x10"
325B18"x10"
325B
1
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M101
S BREEN
S BREEN
Z PEPPER
MARCH 2019
MECHANICAL
FLOOR PLAN -
HANGAR AREA A
Z PEPPER
1/8" = 1'-0"M101
1 MECHANICAL FLOOR PLAN - AREA A
MECHANICAL GENERAL NOTES
A SITE VISIT-THE CONTRACTOR AND SUBCONTRACTOR SHALL VISIT
THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE
EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO
OBSERVABLE CONDITIONS WILL BE CONSIDERED.
B PROVIDE EQUIPMENT CLEARANCES IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN
ACCORDANCE WITH ALL APPLICABLE CODES.
C ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF
THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE LAWS,
RULES, REGULATION AND ORDINANCES OF FEDERAL, STATE, AND
LOCAL AUTHORITIES. WHETHER INDICATED ON THE DRAWINGS OR
NOT.
D ROOM TEMPERATURE CONTROLLERS SHALL BE MOUNTED AT 48"
AFF UNLESS NOTED OTHERWISE. DO NOT INSTALL ABOVE DIMMER.
E PROVIDE FIRE STOPPING AT PENETRATIONS OF RATED ASSEMBLIES
(SLAB AND RATED WALLS).
F ALL EQUIPMENT SHALL BE MOUNTED TO MAINTAIN A MINIMUM
CLEARANCE OF 46'-0" ABOVE FINISHED FLOOR.
MECHANICAL KEYNOTES
1 PROVIDE INTAKE LOUVER WITH MOTORIZED DAMPER
INTERLOCKED WITH EXHAUST FAN EF-4.
2 PROVIDE INTAKE LOUVER WITH MOTORIZED DAMPER
INTERLOCKED WITH EXHAUST FAN EF-3.
3 INDUSTRIAL CEILING FAN, REFERENCE FAN SCHEDULE
ON SHEET M601. MOUNT BOTTOM OF FAN AT MINIMUM
CLEARANCE NOTED OR HIGHER. PROVIDE
SUPPLEMENTAL SUPPORT STRUCTURE WHERE FAN IS
NOT DIRECTLY BELOW STRUCTURE WITH ADEQUATE
CAPACITY, REFER TO STRUCTURAL PLANS.
4 PROVIDE SIDEWALL EXHAUST FAN IN HANGAR.
REFERENCE DETAIL 06/M502 AND FAN SCHEDULE ON
SHEET M601. PROVIDE EXHAUST LOUVER AT SIDEWALL
FAN DISCHARGE, REFER TO LOUVER SCHEDULE ON
SHEET M602.
5 PROVIDE SIDEWALL EXHAUST FAN IN FPER ROOM.
REFERENCE DETAIL 06/M502 AND FAN SCHEDULE ON
SHEET M601. PROVIDE EXHAUST LOUVER AT SIDEWALL
FAN DISCHARGE, REFER TO LOUVER SCHEDULE ON
SHEET M602.
6 PROVIDE 12" SHEET METAL PLENUM ON BACK OF
LOUVER FOR DUCTWORK CONNECTIONS.
7 CEILING FAN CONTROLLER, REFER TO FAN SCHEDULE
ON SHEET M-601.
KEY PLAN
NTS
N
A
B
C
UNLESS NOTED OTHERWISE, ALL MECHANICAL DEPICTED ON
THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-1,
“PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL
FOUNDATIONS (28,500 SF HANGAR WITH 3,000 SF LEAN-TO
OFFICE) – COMPLETE”.
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO #1
MRO HANGER
100
4
3
2
1
LABCDFGHJKE
T
T
L-5
L-6EF-6
EF-5
M
M
2
34
4
L-12
L-13
1
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M102
S BREEN
S BREEN
Z PEPPER
MARCH 2019
MECHANICAL
FLOOR PLAN -
HANGAR AREA B
Z PEPPER
1/8" = 1'-0"M102
1 MECHANICAL FLOOR PLAN - AREA B
MECHANICAL GENERAL NOTES
A SITE VISIT-THE CONTRACTOR AND SUBCONTRACTOR SHALL VISIT
THE SITE AND THOROUGHLY FAMILIARIZE THEMSELVES WITH THE
EXISTING CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE TO
OBSERVABLE CONDITIONS WILL BE CONSIDERED.
B PROVIDE EQUIPMENT CLEARANCES IN ACCORDANCE WITH THE
MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN
ACCORDANCE WITH ALL APPLICABLE CODES.
C ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF
THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE LAWS,
RULES, REGULATION AND ORDINANCES OF FEDERAL, STATE, AND
LOCAL AUTHORITIES. WHETHER INDICATED ON THE DRAWINGS OR
NOT.
D ROOM TEMPERATURE CONTROLLERS SHALL BE MOUNTED AT 48"
AFF UNLESS NOTED OTHERWISE. DO NOT INSTALL ABOVE DIMMER.
E PROVIDE FIRE STOPPING AT PENETRATIONS OF RATED ASSEMBLIES
(SLAB AND RATED WALLS).
F ALL EQUIPMENT SHALL BE MOUNTED TO MAINTAIN A MINIMUM
CLEARANCE OF 46'-0" ABOVE FINISHED FLOOR.
MECHANICAL KEYNOTES
1 INDUSTRIAL CEILING FAN, REFERENCE FAN SCHEDULE ON SHEET
M601. MOUNT BOTTOM OF FAN AT MINIMUM CLEARANCE NOTED OR
HIGHER. PROVIDE SUPPLEMENTAL SUPPORT STRUCTURE WHERE
FAN IS NOT DIRECTLY BELOW STRUCTURE WITH ADEQUATE
CAPACITY, REFER TO STRUCTURAL PLANS.
2 PROVIDE INTAKE LOUVER WITH MOTORIZED DAMPER
INTERLOCKED WITH EXHAUST FAN EF-5.
3 PROVIDE INTAKE LOUVER WITH MOTORIZED DAMPER
INTERLOCKED WITH EXHAUST FAN EF-6.
4 PROVIDE SIDEWALL EXHAUST FAN IN HANGAR. REFERENCE DETAIL
06/M502 AND FAN SCHEDULE ON SHEET M601. PROVIDE EXHAUST
LOUVER AT SIDEWALL FAN DISCHARGE, REFER TO LOUVER
SCHEDULE ON SHEET M602.
KEY PLAN
NTS
N
A
B
C
UNLESS NOTED OTHERWISE, ALL MECHANICAL DEPICTED ON
THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-1,
“PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL
FOUNDATIONS (28,500 SF HANGAR WITH 3,000 SF LEAN-TO
OFFICE) – COMPLETE”.
1
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO #1
OFFICE
110
IDF
116
MECH
115
MENS RM
112
WOMENS RM
111
ELECT
114
JANITOR
113
9
8
LFGHJK
6"x6"
50B
6"x6"
50B
6"x6"
25B
CU-1
CU-2
AHU-1
2
2
3
T4
5
M
VD
6
7
7
6"
x
8
"
8
12"x10"
375C
6"ø
35A
6"ø
35A
6"
x
8
"
10"x12"
22"x20"
24"x22"
EF-2
12
8"x8"
8"x8"
L-16
VD
L-2
10"x8"
T
18"x10"
375D
13
13
FIRE PUMP
BUILDING
109
P3P2P1
PA
PB
99
EF-8
L-15
L-8 L-9
1010
11
T MM
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M103
S BREEN
S BREEN
Z PEPPER
MARCH 2019
MECHANICAL
FLOOR PLAN -
HANGAR AREA C
Z PEPPER
1/8" = 1'-0"M103
1 MECHANICAL FLOOR PLAN - AREA C
MECHANICAL KEYNOTES
1 MINI SPLIT AIR HANDLER UNIT MOUNTED AT MINIMUM OF 7'-6" AFF. REFER TO DETAIL
03/M502 AND MINI SPLIT SYSTEM UNIT SCHEDULE ON SHEET M601. EXACT LOCATION
OF UNIT SHALL BE COORDINATED WITH IDF EQUIPMENT, CABLE BASKETS AND
LIGHTING, REFER TO ELECTRICAL PLANS.
2 CONDENSING UNIT MOUNTED AT GRADE WITH CONCRETE EQUIPMENT PAD, REFER
TO DETAILS 01/M501, 04/M502, AND 05/M502. REFER TO SPLIT SYSTEM SCHEDULE ON
SHEET M601.
3 REFERENCE VERTICAL AIR HANDLER UNIT DETAIL 06/M501. REFER TO SPLIT SYSTEM
HEAT PUMP SCHEDULE ON SHEET M601. ROUTE 1-1/4" CONDENSATE TO FLOOR
DRAIN IN MECHANICAL ROOM, REFERENCE PLUMBING PLANS.
4 5/8" RS, 1/4" RL FROM AHU-2 TO CU-2. INSULATE BOTH RS/RL PIPE LINES PER
SPECIFICATION SECTION 23 23 00. REFRIGERANT PIPING SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S GUIDELINES FOR LONG LINE APPLICATIONS AS
REQUIRED.
5 1-1/8" RS, 1/2" RL FROM AHU-1 TO CU-1. INSULATE BOTH RS/RL PIPE LINES PER
SPECIFICATION SECTION 23 23 00. REFRIGERANT PIPING SHALL BE IN ACCORDANCE
WITH THE MANUFACTURER'S GUIDELINES FOR LONG LINE APPLICATIONS AS
REQUIRED.
6 PROVIDE MANUAL VOLUME DAMPER IN OPEN-ENDED DUCT.
7 PROVIDE SCHEDULE 40 PVC CHASE WITH LONG RADIUS FITTINGS FOR ROUTING
REFRIGERANT PIPING UNDERGROUND. SEAL ENDS WATER-TIGHT. MINIMUM CHASE
SIZE 4" DIAMETER.
8 CONDENSATE SHALL BE ROUTED TO FLOOR DRAIN IN MECHANICAL ROOM,
REFERENCE PLUMBING PLAN FOR LOCATION.
9 SCHEDULE 40 TO BLACK STEEL ENGINE EXHAUST PIPING TERMINATED THROUGH
WALL OR THROUGH ROOF. PROVIDE THIMBLE AT ENCLOSURE PENETRATION. PIPING
SHALL BE PROVIDED WITH HIGH TEMPERATURE INSULATION AND FINISHED WITH
ALUMINUM JACKET. OUTSIDE SURFACE OF PIPE SHOULD NOT EXCEED 120°F.
PROVIDE ENGINE MANUFACTURER SUPPLIED SILENCER SIZED TO MATCH PIPE AND
PRESSURE DROP REQUIREMENTS. INSULATE SIMILAR TO EXHAUST PIPING.
10 PROVIDE INTAKE LOUVER WITH MOTORIZED DAMPER INTERLOCKED WITH EXHAUST
FAN EF-8.
11 PROVIDE SIDEWALL EXHAUST FAN IN FIRE PUMP BUILDING. REFERENCE DETAIL
06/M502 AND FAN SCHEDULE ON SHEET M601. PROVIDE EXHAUST LOUVER AT
SIDEWALL FAN DISCHARGE, REFERENCE LOUVER SCHEDULE ON SHEET M602.
12 INLINE EXHAUST FAN, REFERENCE DETAIL 02/M502.
13 DUCTWORK STUBBED INTO OFFICE SPACE WITH OPEN ENDED TERMINATIONS.
DUCTWORK SHALL BE MOUNTED AS HIGH AS POSSIBLE TO ALLOW FOR FUTURE
TENANT CEILING.
KEY PLAN
NTS
N
A
B
C
A.SITE VISIT-THE CONTRACTOR AND SUBCONTRACTOR
SHALL VISIT THE SITE AND THOROUGHLY
FAMILIARIZE THEMSELVES WITH THE EXISTING
CONDITIONS. NO CLAIMS FOR ADDITIONAL WORK DUE
TO OBSERVABLE CONDITIONS WILL BE CONSIDERED.
B.PROVIDE EQUIPMENT CLEARANCES IN ACCORDANCE
WITH THE MANUFACTURER'S INSTALLATION
INSTRUCTIONS AND IN ACCORDANCE WITH ALL
APPLICABLE CODES.
C.ALL WORK AND EQUIPMENT SHALL MEET THE
REQUIREMENTS OF THE MOST RECENTLY REVISED
VERSION OF ALL APPLICABLE LAWS, RULES,
REGULATION AND ORDINANCES OF FEDERAL, STATE,
AND LOCAL AUTHORITIES, WHETHER INDICATED ON
THE DRAWINGS OR NOT.
D.ROOM TEMPERATURE CONTROLLERS SHALL BE
MOUNTED AT 48" AFF UNLESS NOTED OTHERWISE. DO
NOT INSTALL ABOVE DIMMER.
E.PROVIDE FIRE STOPPING AT PENETRATIONS OF RATED
ASSEMBLIES (SLAB AND RATED WALLS).
MECHANICAL GENERAL NOTES
1/8" = 1'-0"M103
2 MECHANICAL FLOOR PLAN - FIRE PUMP BUILDING
UNLESS NOTED OTHERWISE, ALL MECHANICAL DEPICTED ON
THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-1,
“PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL
FOUNDATIONS (28,500 SF HANGAR WITH 3,000 SF LEAN-TO
OFFICE) – COMPLETE”.
UNLESS NOTED OTHERWISE, ALL MECHANICAL DEPICTED ON
THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-2,
“PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL
FOUNDATIONS, FIRE PUMP SYSTEM, AND APPURTENANCES
(1,200 SF FIRE PUMP BUILDING) – COMPLETE”.
NO.DATE DESCRIPTION
REFRIGERANT
SUPPLY AIR DUCT
REFER TO PLANS FOR
SIZES
FLEXIBLE DUCT
PIPING
CONDENSATE DRAIN ROUTED
TO FLOOR DRAIN IN
MECHANICAL ROOM,
REFERENCE PLUMBING PLANS.
EXISTING FLOOR SLAB
NEW EQUIPMENT PAD
RETURN DUCT, REFER TO
PLAN FOR SIZES.
INSULATED SHEET METAL RETURN
PLENUM REINFORCED TO SUPPORT
AIR HANDLING UNIT. CONSTRUCTED
IN ACCORDANCE WITH SMACNA STANDARDS.
PROVIDE NEOPRENE GASKET AT PLENUM
CONNECTION AND SEAL ALL JOINTS WITH
MASTIC.
OUTSIDE AIR DUCT WITH VOLUME DAMPER,
REFER TO PLAN FOR SIZE.
PROVIDE VOLUME DAMPER
FOR BALANCING
PROVIDE MOTORIZED DAMPER
ON OA DUCT AND INTERLOCK
WITH SPLIT SYSTEM UNIT.
MOTORIZED DAMPER MOTOR
SHALL BE 120V. REFER TO
ELECTRICAL PLANS.
UNIT TYPE:
DRAW THRU
AHU
1
2
3. USE TEE SPLIT WHERE BRANCH
FLOW IS MORE THAN 20% OF
MAIN.
VOLUME DAMPER
RECTANGULAR
BRANCH DUCT
VOLUME DAMPER
REFER TO PLANS
FOR BRANCH
DUCT SIZES
MAIN DUCT
TRANSITION TO SIZE
EQUAL TO DEPTH AND
WIDTH OF BRANCH DUCTS
ROUND BRANCH DUCT
VOLUME DAMPER
SPIN-IN BELLMOUTH
FITTING
ROUND BRANCH
DUCT
VOLUME DAMPER
RECTANGULAR
TO ROUND TAP
UNION
TO CONDENSATE
TERMINATION POINT
AS SHOWN ON PLANS
SCREW PLUG
MAINTAIN
SERVICING
ACCESS
CEILING
LOW PRESSURE SUPPLY
DUCT WITH EXTERNAL
INSULATION
CEILING DIFFUSER
INSULATE BACK PAN
INSULATED FLEX DUCT
MAXIMUM LENGTH 6'-0"
ATTACH FLEX DUCT TO DUCT
COLLAR WITH STAINLESS STEEL
DUCT CLAMP AND SEALANT
RIGID ROUND DUCT, REFER
TO PLANS FOR SIZE
NOT TO SCALE
PIPE HANGER DETAIL
NOT TO SCALE
CEILING DIFFUSER DETAIL
NOT TO SCALE
BRANCH DUCT DETAILS
NOT TO SCALE
CONDENSATE DRAIN
NOT TO SCALE
CONDENSER UNIT DETAIL
NOT TO SCALE
VERTICAL AIR HANDLER UNIT DETAIL
11
10
9
12
8
5
14
13
2
1
3
11
7
7 6
4
05
02
03
04
01
06
M
1. CONDENSING UNIT
2. COMPRESSOR ACCESS PANEL
3. BACK-SEATED REFRIGERANT VALVE
4. REFRIGERANT SUCTION LINE WITH
INSULATION
5. SIGHT GLASS WITH MOISTURE
INDICATOR
6. REFRIGERANT LIQUID LINE
7. CONDUIT - POWER AND CONTROL
8. REFRIGERANT GAUGE CONNECTION
9. CONDENSER COIL
10. COIL GUARD
11. FAN GUARD
12. CONDENSER UNIT BASE RAIL.
13. REFRIGERANT FILTER DRYER
14. LIQUID LINE SOLENOID VALVE
NOTES:
PROVIDE ACCESS TO CONDENSER
UNIT PER MANUFACTURER'S
RECOMMENDATIONS.
1.
2.
3.
4.
NOTE THAT THIS DETAIL SHOWS
UNIT WITH 1 REFRIGERANT CIRCUIT.
SHOULD UNIT HAVE 2 CIRCUITS THEN
2 SETS OF REFRIGERANT PIPING SHALL
BE INSTALLED.
REFRIGERANT PIPING SHALL BE
INSTALLED PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
PROVIDE TXV AND BULB SENSOR
PER MANUFACTURER'S
INSTALLATION INSTRUCTIONS.
TOP BEAM CLAMP
LOAD-RATED ATTACHMENT.
SELECT FOR MINIMUM
TWICE THE WEIGHT IT WILL
CARRY, BUT NOT LESS THAN
250 LBS
THREADED ROD 3/8",
GRINNEL FLG 146,
STAINLESS STEEL
PIPING
ADJUSTABLE CLEVIS HANGER
1. USE TYPE "A" CONNECTION
ONLY FOR BRANCHES TO
SINGLE DIFFUSERS, TERMINAL
BOXES OR GRILLES FROM THE
MAIN.
2. USE TYPE "B" OR "C" BRANCH
WHERE BRANCH FLOW IS 20%
OR LESS OF MAIN.
4. FOR TYPE "A" CONNECTION TO
DIFFUSERS, THE ROUND DUCT
RUN-OUT SIZE SHALL BE THE
SAME SIZE AS THE NECK OF
DIFFUSER, UNLESS OTHERWISE
INDICATED.
"B""C"
FLOW FLOW
FLOW
FLOW
"A"
NOTES:
INSULATED FLEX DUCT SHALL BE SEALED AT
DIFFUSER CONNECTI0N AND HARD DUCT
CONNECTION. FLEX DUCT VAPOR BARRIER
SHALL EXTEND OVER THE SEALED
CONNECTIONS AND BE SEALED TO ADJACENT
VAPOR BARRIER TO PREVENT ANY
CONDENSATION.
NOTES:
DIMENSION TO BE 1" GREATER THAN
SUCTION PRESSURE OF UNIT (IN.
W.G.)
1
2 DIMENSION TO BE 1/2 TOTAL
PRESSURE OF UNIT (IN. W.G.)
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M501
S BREEN
S BREEN
Z PEPPER
MARCH 2019
MECHANICAL
DETAILS
Z PEPPER
NO.DATE DESCRIPTION
FLEX DUCT
DUCT
RIGID RECTANGULAR DUCT
FASTENER
FRONT ACCESS PANEL
WALL MOUNTED MINI SPLIT
AIR HANDLING UNIT,
MOUNT UNIT 8" FROM
CEILING AND A MIN. OF
6'-6" ABOVE FIN. FLOOR.
PROVIDE ADDITIONAL FRAMING AS
REQUIRED TO SUPPORT WEIGHT
OF AIR HANDLING UNIT.
INSTALLATION WALL BRACKET,
PROVIDED BY MANUFACTURER.
CONDENSATE DRAIN TO
CONDENSATE PUMP. CONDENSATE
PIPING SHALL BE ROUTED
OVERHEAD TO MECHANICAL
ROOM FLOOR DRAIN.
REFRIGERANT PIPING
ROUTED OVERHEAD TO
CONDENSING UNIT.
INSTALLATION PER
MANUFACTURER'S
INSTRUCTIONS.
RETURN AIR
NOT TO SCALE
FLEX DUCT
CONDENSER UNIT PAD DETAILCONDENSER UNIT TIE-DOWN DETAIL
NOT TO SCALE
LOUVER DETAIL
NOT TO SCALE
INLINE FAN DETAIL
NOT TO SCALE
SIDEWALL PROPELLER EXHAUST FAN
MINI SPLIT AIR HANDLER DETAIL
NOT TO SCALE
DUCTWORK SUPPORT DETAILS
EQ
EQ
4" MINIMUM PAD
DEPTH
FASTENING STRAP
FLEX DUCT
MAINTAIN RADIUS OF
BEND TO NOT LESS
THAN ONE DUCT
DIAMETER
MAXIMUM
ALLOWABLE
LENGTH OF FLEX.
DUCT 8'-0"
2" MIN. SUPPORT STRAP 18" MAX.
FROM DEVICE AND 5'-0" ON
CENTER
FASTENERS MAY BE
OMITTED IF HANGER
LOOPS UNDER DUCT.
#8 WIRE OR 1
1/2" MIN.
STRAP
HANGER
SPIN-IN COLLAR
SEAL ALL JOINTS.
SEE CLEVIS HANGER DETAIL
SEE CLEVISSEE CLEVIS HANGER DETAIL
FLEXIBLE DUCT SAG NOT
TO EXCEED 1/2" PER FOOT
MAX.
HANGER DETAIL
CONDENSER
UNIT PAD
CONDENSER
UNIT#10 GALV.
SHEET METAL
SCREW
1/4"Ф TAPCON
1" HURRICANE STRAP
MIN. 1 EACH CORNER
OF CONEDNSER
CONDENSER UNIT
6X6-W1.4XW1.4 WWF
MINIMUM DIMENSIONS SHALL BE AT
LEAST 6" LARGER THAN EQUIPMENT
FOOTPRINT ON ALL SIDES. CONCRETE
SHALL HAVE 3000 PSI COMPRESSIVE
STRENGTH AFTER 28 DAYS.
GRADE
FLEXIBLE DUCT CONNECTION
REFER TO PLANS
FOR DUCT SIZES
GALV. THREADED ROD
FASTENED TO STRUCTURE
VIBRATION ISOLATOR
AMBER BOOTH BSRA
OR EQUAL
CENTRIFUGAL INLINE
EXHAUST FAN WITH
INTEGRAL BACKDRAFT
DAMPER
NOT TO SCALE05
NOT TO SCALE04
08
02
06
03
08
LOUVER
EXTERIOR WALL
OSHA FAN GUARD
BELT DRIVE
AS SCHEDULED
GALVANIZED WALL COLLAR
REFERENCE MANUFACTURER
FOR MIN. DISTANCE FROM
BACKDRAFT DAMPER
GALV. THREADED ROD
FASTENED TO STRUCTURE
AIRFLOW
AIRFLOW
SHOULD LOUVER
OPENING EXCEED
FAN HOUSING SIZE,
PROVIDE SHEET
METAL CAP OVER
EXPOSURE.
EXTERIOR
WALL
BIRD
SCREEN
GRAVITY BACKDRAFT
DAMPER OR MOTORIZED
DAMPER AS NOTED IN
LOUVER SCHEDULE.
PROVIDE RETAINING
ANGLES, MOUNTING
HARDWARE, SILL AND
ALL ANCILLARIES FOR
A COMPLETE INSTALLATION.
WALL LOUVER WITH
VERTICAL BLADES.
PROVIDE MIN. OF
50% FREE AREA.
LOUVER SHALL MEET
LOCAL CODE
REQUIRED
WIND LOADING.
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M502
S BREEN
S BREEN
Z PEPPER
MARCH 2019
MECHANICAL
DETAILS
Z PEPPER
NO.DATE DESCRIPTION
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M601
S BREEN
S BREEN
Z PEPPER
MARCH 2019
MECHANICAL
SCHEDULES
Z PEPPER
SPLIT SYSTEM HEAT PUMP UNIT SCHEDULE
PLAN
MARK
LOCATION SERVES EER
MECH. RM.OFFICES 12.8AHU-1
TOTAL
(CFM)
OSA
(CFM)
WHEEL
TYPE
E.S.P.
IN. WG.R.P.M.H.P.
MOTOR DATA
FAN SECTION
3200 250 FC 0.65 1725 1.5 87.2 77.5 77.2 62.1 60.1 CU-1 2 2 R-410A AHU-1 460 3 CU-1 460 3 360 (AHU) 343 (CU)TWE09043BAA (AHU) TWA09044D (CU)
COOLING COIL SECTION
TOTAL
CAP.
(MBH)
SENS.
CAP.
(MBH)
E.A.T. (°F)L.A.T. (°F)
55.0 52.7
D.B.W.B.D.B.W.B.
HEAT
CAP.
(MBH)
UNIT HEATING SECTION CONDENSER UNIT ELECTRICAL DATA
PLAN
MARK
NO.
COMP.
CAPACITY
STEPS
REFRIG.TYPE VOLTS PH.TYPE VOLTS PH.UNIT
WT.
(LBS)
MANUFACTURER - TRANE
MODEL NO.
NOTES:
1.AIR HANDLER AHU-1 SHALL BE CONFIGURED FOR VERTICAL INSTALLATION
2.PROVIDE SLOPPED DRAIN PAN.
3.PROVIDE 1" MERV 7 THROW-AWAY FILTER
4.UNIT SHALL HAVE DIRECT DRIVE FAN WITH VARIABLE SPEED OPERATION.
5.PROVIDE SIDE ACCESS PANELS.
6.CONDENSER UNIT SHALL HAVE SCROLL COMPRESSOR.
7.CONTROLS: PROVIDE PROGRAMMABLE THERMOSTAT. THERMOSTAT SHALL INCORPORATE 7-DAY
OCCUPANCY SCHEDULE, SET BACKS, OVERRIDES. IN NORMAL OPERATION UNIT SHALL CYCLE TO
MAINTAIN TEMPURATURE SET POINTS.
8.SPLIT SYSTEM HEAT PUMPS SHALL BE REMOTELY MOUNTED FOR STATUS AND
SPACE TEMPERATURE. REFER TO SHEET M7.01.
9.SPLIT SYSTEM HEAT PUMP UNITS SHALL BE TRANE OR APPROVED EQUAL.
10.PROVIDE 1 STAGE AUX, ELECTRIC HEATING COIL.
11.PROVIDE FACTORY APPLIED COASTAL COATING ON CONDENSER UNIT COILD
CAPABLE OF WITHSTANDING SALT SPRAY TEST PER ASTM B117 FOR 1500 HOURS.
15
HEAT
CAP.
(KW)
ELECTRIC HEAT
MINI-SPLIT SYSTEM UNIT SCHEDULE
PLAN
MARK
LOCATION SERVES SEER
WALL IDF 16.0AHU-2/CU-2
TOTAL
(CFM)
OSA
(CFM)
WHEEL
TYPE
E.S.P.
IN. WG.R.P.M.H.P.
MOTOR DATA
FAN SECTION
706 -CENTRIF.0.10 1400 -33.6 ---CU-2 1 1 R-410A AHU-2 208 1 CU-2 208 1 44.1 (AHU-2) 161 (CU-2)4MXW8536A1 (AHU-2) 4TXK8536A1 (CU-2)
COOLING COIL SECTION
TOTAL
CAP.
(MBH)
SENS.
CAP.
(MBH)
E.A.T. (°F)L.A.T. (°F)
--
D.B.W.B.D.B.W.B.
CONDENSER UNIT ELECTRICAL DATA
PLAN
MARK
NO.
COMP.
CAPACITY
STEPS
REFRIG.TYPE VOLTS PH.TYPE VOLTS PH.UNIT WT.
(LBS)
MANUFACTURER
MODEL NO. (TRANE)
NOTES:
1.AIR HANDLER SHALL BE CONFIGURED FOR HIGH WALL MOUNT INSTALLATION.
2.PROVIDE SLOPED DRAIN PAN.
3.PROVIDE 30% FILTER.
4.PROVIDE FRONT ACCESS PANELS.
34.6 -
HEATING COIL SECTION
HEATING
CAP.
(MBH)
E.A.T. (°F)
D.B.
-
L.A.T. (°F)
D.B.
-
MAX AIR P.D.
(IN. WG.)
5.CONTROLS: PROVIDE PROGRAMMABLE THERMOSTAT, THERMOSTAT SHALL INCORPORATE 7-DAY OCCUPANCY SCHEDULE,
SETBACKS, OVERRIDES. IN NORMAL OPERATION UNIT SHALL CYCLE TO MAINTAIN TEMPERATURE SETPOINTS.
6.PROVIDE FACTORY APPLIED COASTAL COATING ON CONDENSER COILS CAPABLE OF
WITHSTANDING SALT SPRAY TEST PER ASTM B117 FOR 1500 HOURS.
PLAN
MARK
LOCATION SERVES TYPE CFM R.P.M.S.P.
IN. WG.
DRIVE
CF-1 HANGAR HANGAR CEILING -78 -GEARBOX
FAN SCHEDULE
MOTOR DATA
H.P.R.P.M.VOLTS PH.
2 -480 3
UNIT WGT.
(LBS)
DIMENSIONS
(LxWxH)
MANUFACTURER MODEL
NO.
290 20'-0"BIG ASS FAN POWERFOIL X 3.0
NOTES:
1.PROVIDE FACTORY MOUNTED DISCONNECT
SWITCH.
2.PROVIDE GRAVITY BACKDRAFT DAMPER FOR INLINE
AND CEILING EXHAUST FANS
3. PROVIDE FACTORY SUPPLIED THERMOSTAT FOR
FAN CONTROL WHERE SHOWN ON THE PLANS.
4.EF-2 SHALL BE CONTROLLED BY OCCUPANCY
SENSORS WITH TIME DELAY TO RUN FOR 15
MINUTES.
5.EXHAUST FANS SHALL BE GREENHECK OR APPROVED
EQUAL.
6.FAN CONTROL WHERE SHOWN ON THE PLANS.
7.PROVIDE ACCESS PANEL FOR INSPECTION AND
MAINTENANCE OF IN-LINE FANS.
8.PROVIDE ECM MOTOR FOR MANUAL SPEED CONTROL
WITH POTENTIOMETER DIAL FOR ALL SINGLE PHASE
MOTORS.
CF-2 HANGAR HANGAR CEILING -78 -GEARBOX 2 -480 3 290 20'-0"BIG ASS FAN POWERFOIL X 3.0
EF-1 RESTROOM LOCKERS 650 846 0.27 DIRECT 1/2 1725 120 1 70 24X19X19 GREENHECK SQ-120-VG
EF-3 HANGAR HANGAR PROPELLER 21,500 552 0.42 BELT 5 1725 480 3 707 52X52X62.4 GREENHECK SBCE-3H54-50
EF-4 HANGAR HANGAR PROPELLER 21,500 552 0.42 BELT 5 1725 480 3 707 52X52X62.4 GREENHECK SBCE-3H54-50
EF-2 RESTROOM RESTROOM INLINE 125 1407 0.26 DIRECT 1/10 1725 120 1 41 16X12X12 GREENHECK SQ-70-VG
9.PROVIDE BAF SMARTSENSE DIGITAL WALL
CONTROLLER FOR CONTROLLING HANGAR CEILING
FANS AS SHOWN ON PLANS. CF-1 THRU CF-3 SHALL
HAVE INTEGRAL VFD FOR MINIMIZING STARTING AND
BRAKING TORQUE. CEILING FANS SHALL ALSO BE
PROVIDED WITHIN INDIVIDUAL CONTROLLERS TO
ENSURE PROPER OPERATION. PROVIDE CONTROL
WIRING TO ALL UNITS IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS.
INLINE
EF-5 HANGAR HANGAR PROPELLER 21,500 552 0.42 BELT 5 1725 480 3 707 52X52X62.4 GREENHECK SBCE-3H54-50
EF-6 HANGAR HANGAR PROPELLER 21,500 552 0.42 BELT 5 1725 480 3 707 52X52X62.4 GREENHECK SBCE-3H54-50
EF-7 FPER FPER PROPELLER 1450 1179 0.28 DIRECT 1/4 1225 120 1 143 32X32X26.25 GREENHECK AER-E20C-315-VG
CONTROL/INTERLOCK
CF CONTROLLER
CF CONTROLLER
OCCUPANCY SENSOR
THERMOSTAT
THERMOSTAT
INTERLOCK W/ AHU-1/CU-1
THERMOSTAT
THERMOSTAT
THERMOSTAT
EF-8 PUMP BLDG PUMP BLDG PROPELLER 17200 488 0.36 BELT 3 1725 208 3 684 62.4X62.4X52 GREENHECK SBCE-3H54-30 THERMOSTAT
NOT USED
1
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO #1
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
M602
S BREEN
S BREEN
Z PEPPER
MARCH 2019
MECHANICAL
SCHEDULES
Z PEPPER
MARK TYPE MAX NC LEVEL MAX. PD (IN.
WG.)
SIZE INCHES
(FACE/NECK)
MATERIAL FINISH MANUFACTURER
MODEL NUMBER
A CEILING SUPPLY GRILLE 20 0.069 SEE PLAN ALUM.WHITE TITUS TMS-AA
DIFFUSERS, REGISTERS AND GRILLES SCHEDULE
REMARKS
PROVIDE O.B.D.
NOTES:
1.ALL HVAC DUCTWORK, AND EXHAUST FANS SHALL BE SECURELY SUPPORTED FROM THE
STRUCTURAL MEMBERS AND NOT FROM THE ACOUSTICAL TILE CEILING.
2.CEILING GRILLES TO BE PROVIDED WITH BORDER FOR SURFACE MOUNTING.
B CEILING RETURN AND EXHAUST GRILLE 20 0.050 SEE PLAN ALUM.TITUS 50F PROVIDE O.B.D.
C SIDEWALL SUPPLY GRILLE 22 0.064 SEE PLAN ALUM.TITUS 272FS PROVIDE O.B.D.
D SIDEWALL RETURN AND EXHAUST GRILLE 25 0.072 SEE PLAN ALUM.TITUS TMS-AA PROVIDE O.B.D.
WHITE
WHITE
WHITE
3.GRILLES AND REGISTERS TO BE PROVIDED WITH BACK PAN INSULATION.
PLAN
MARK
FUNCTION SERVICE CFM
L-1 EXHAUST LOCKERS 650
LOUVER SCHEDULE
FREE AREA
(FT2)
SIZE
(W" X H" X D")
0.7918 X 18 X 5
NOTES: 1.LOUVERS SHALL BE 5" DEEP LOUVER, EXTRUDED ALUMINUM
CONSTRUCTION, AND EPOXY COATED, PROVIDE EXPANDED,
FLATTENED ALUMINUM BIRDSCREEN IN REMOVABLE FRAME. COLOR
SHALL BE SELECTED BY ARCHITECT.
2.LOUVERS SHALL MEET AMCA 550 CRITERIA FOR HIGH
VELOCITY WIND DRIVEN RAIN RESISTANT LOUVERS AND SHALL HAVE
FLORIDA PRODUCT APPROVAL.
3.CONTRACTOR SHALL PROVIDE WALL SLEEVE AND OTHER
APPURTENANCES NECESSARY FOR A COMPLETE OPERATING
SYSTEM.
4.GRAVITY DAMPERS SHALL BE EXTRUDED ALUMINUM
CONSTRUCTION WITH COUNTER BALANCED WEIGHTS. DAMPERS
SHALL BE RATED FOR VELOCITY OF 2000 FPM AND PRESSURE TO
2.5" W.G. DAMPERS SHALL BE MOUNTED VERTICALLY FOR
HORIZONTAL AIR FLOW. PROVIDE WALL SLEEVE WITH LENGTH AS
REQUIRED TO MAINTAIN MANUFACTURER'S REQUIRED CLEARANCE
BETWEEN LOUVER, DAMPER AND FAN.
5.PROVIDE SPRING RETURN ACTUATOR FOR MOTORIZED DAMPERS
WITH TORQUE RATING AND TIMING IN ACCORDANCE WITH LOUVER
MANUFACTURER'S REQUIREMENTS. ACTUATORS SHALL BE
120V/1PHASE MANUFACTURED BY BELIMO OR HONEYWELL.
MANUFACTURER
GREENHECK
MODEL NO.
EVH-501D
PRESSURE DROP
(IN WG)
L-2 INTAKE OA AHU-1 250 0.4518 X 12 X 5GREENHECKEVH-501D
L-5 INTAKE HANGAR 21500 84 X 84 X 5GREENHECKEVH-501D
L-3 INTAKE HANGAR 21500 84 X 84 X 5GREENHECKEVH-501D
L-4 INTAKE HANGAR 21500 84 X 84 X 5GREENHECKEVH-501D
L-6 INTAKE HANGAR 21500 84 X 84 X 5GREENHECKEVH-501D
DAMPER
TYPE
MOTORIZED
MOTORIZED
-
GRAVITY
MOTORIZED
MOTORIZED
27.58
27.58
27.58
27.58
0.11
0.07
0.1
0.1
0.1
0.1
L-7 INTAKE FPER 1450 30 X 30 X 5GREENHECKEVH-501D GRAVITY47.30.04
L-8 INTAKE FIRE PUMP BLDG.8600 60 X 60 X 5GREENHECKEVH-501D GRAVITY13.960.07
L-12 EXHAUST HANGAR 21500 72 X 72 X 5GREENHECKEVH-501D
L-10 EXHAUST HANGAR 21500 72 X 72 X 5GREENHECKEVH-501D
L-11 EXHAUST HANGAR 21500 72 X 72 X 5GREENHECKEVH-501D
L-13 EXHAUST HANGAR 21500 72 X 72 X 5GREENHECKEVH-501D
GRAVITY
GRAVITY
GRAVITY
GRAVITY
19.57
19.57
19.57
19.57
0.18
0.18
0.18
0.18
L-14 EXHAUST FPER 1450 27 X 27 X 5GREENHECKEVH-501D GRAVITY2.590.07
EXHAUST FIRE PUMP BLDG.17200 72 X 72 X 5GREENHECKEVH-501D GRAVITY19.570.11L-15
L-9 INTAKE FIRE PUMP BLDG.8600 60 X 60 X 5GREENHECKEVH-501D GRAVITY13.960.06
EXHAUST RESTROOMS 125 18 X 12 X 5GREENHECKEVH-501D GRAVITY0.450.02L-16
NO.DATE DESCRIPTION
S
CA
PLUMBING FIXTURE UNIT SCHEDULE
MARK DESCRIPTION WASTE CW HW VENT MANUFACTURER MODEL NO.REMARKS
WC-1 WATER CLOSET (ADA)3"1"-2"
SLOAN ST-2459
ZURN Z6000AV-HET
WALL MOUNTED WITH CONCEALED CARRIER, WHITE VITREOUS CHINA, 17" RIM HEIGHT, HIGH EFFICIENCY LOW FLOW 1.28 GPF,
ELONGATED BOWL, DIRECT FED SIPHON FLUSH, 1-1/2" TOP SPUD, SOLID PLASTIC COMMERCIAL OPEN FRONT SEAT, MANUAL
FLUSH VALVE, DIAPHRAGM TYPE, CHROME PLATED, ANGLE STOP WITH PROTECTIVE CAP, VACUUM BREAKER. ADA COMPLIANT.
UR-1 URINAL (ADA)2"3/4"-2"ZURN Z5758.207.00 VITREOUS CHINA, BARRIER FREE, LOW CONSUMPTION 0.125 GPF, WASHOUT, 3/4" INLET SPUD, DIAPHRAGM TYPE.
L-1 LAVATORY (ADA)2"1/2"1/2"1-1/2"
SLOAN SS-3003
T&S BRASS B-2711-VF05
PROFLO PF201WH
WALL HUNG WITH CONCEALED CARRIER, WHITE VITREOUS CHINA, FRONT OVERFLOW, 4" CENTERSET DECK MOUNT FAUCET
WITH 0.5 GPM NON-ARATED SPRAY DEVICE. MANUAL SINGLE LEVER HANDLE, 20-3/4"X18-3/4", P-TRAP, SUPPLIES, INSULATE WITH
MOLDED VINYL TRAP AND SUPPLY COVERS. ADA COMPLIANT.
EEW-1 EYE/FACE WASH/DRENCH
SHOWER COMBINATION FIXTURE 1-1/4"1-1/4"-1-1/2"
BRADLEY S19-310TT COMBINATION EMERGENCY DRENCH SHOWER AND EYE WASH UNIT, STAY-OPEN SHOWER VALVE OPERATED BY TRIANGULAR
PULL HANDLE, EYE WASH OPERATED BY PUSH HANDLE WITH STAY-OPEN BALL VALVE, STAINLESS STEEL SHOWERHEAD AND
BOWL, SAFETY YELLOW FINISH, MEETS ANSI Z358.1.
SH-1 PRE-FABRICATED SHOWER
SYSTEM (ADA)2"1/2"1/2"2"
COMFORTDESIGNS
SSS 6237BF COL L-BAR PB HH
ZURN Z415B-ZN
ACRYLIC 1 PIECE SHOWER UNIT WITH GRAB BARS, FOLD-UP SEAT, AND STAINLESS CURTAIN ROD.
HAND SHOWER WITH 60" HOSE, SLIDE BAR, THERMOSTATIC MIXING VALVE, 1.5 GPM.
SHOWER DRAIN WITH TRAP GAURD AND ROUND POLISHED NICKEL BRONZE STRAINER.
MS-1 MOP SINK 3"1/2"1/2"1-1/2"
FIAT MSB2424
FIAT OPTION 830-AA
FIAT OPTION 832-AA
FIAT OPTION 889-CC
24" X 24" FLOOR MOUNTED MOLDED STONE MOP BASIN, STAINLESS STEEL DRAIN AND STRAINER, MOP BRACKET, 30" HOSE,
HOSE BRACKET, WALL MOUNT FAUCET WITH VACUUM BREAKER, INTEGRAL STOPS, ADJUSTABLE WALL BRACE, BUCKET HOOK,
3/4" THREADED END, TOP BRACE, ROUGH CHROME FINISH.
EWC-1 ELECTRIC WATER COOLER (ADA)
BI-LEVEL 2"1/2"-2"
HALSEY TAYLOR
HTHB-HAC8BLSSWF
WALL MOUNTED WITH HIGH/LOW RECEPTORS, STAINLESS STEEL CONSTRUCTION, PUSH BAR VALVES, 125 PSI WORKING
PRESSURE, 8.0 GPH BASED ON 80°F INLET TEMPERATURE AND 50°F OUTLET AND 90°F ROOM TEMPERATURE, 5 YEAR
COMPRESSOR WARRANTY, ARI RATED, UL LISTED, PROVIDE WALL MOUNTING FRAME, LEAD FREE, ADA COMPLIANT. HIGH
GRADE ACTIVATED CARBON FILTER, HYDROBOOST BOTTLE FILLING STATION.
DF-1 DRINKING FOUNTAIN (ADA)
BI-LEVEL 2"1/2"-2"HALSEY TAYLOR
HTHB-HACDBLSSNF
WALL MOUNTED WITH HIGH/LOW RECEPTORS, STAINLESS STEEL CONSTRUCTION, PUSH BAR VALVES, 125 PSI WORKING
PRESSURE, NON-REFRIGERATED. PROVIDE WALL MOUNTING FRAME, LEAD FREE, ADA COMPLIANT.
FD-1 FLOOR DRAIN 3"--2"ZURN Z415B-ZN FLOOR DRAIN, CAST IRON BODY WITH BOTTOM OUTLET, ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND POLISHED NICKEL
BRONZE STRAINER, TRAP GUARD.
FD-2 FLOOR DRAIN 4"--2"ZURN Z508-ZN FLOOR DRAIN, CAST IRON BODY WITH BOTTOM OUTLET, SEEPAGE PAN AND COMBINATION MEMBRANE FLASHING CLAMP AND
FRAME FOR EXTRA-HEAVY-DUTY POLISHED NICKEL BRONZE SLOTTED GRATE, TRAP GUARD.
CD-1 CONDENSATE DRAIN 2"--2"ZURN Z415I-ZN-V HUB DRAIN, CAST IRON BODY WITH BOTTOM OUTLET, ADJUSTABLE COLLAR WITH SEEPAGE SLOTS AND POLISHED NICKEL
BRONZE STRAINER WITH RAISED FLANGE, INTEGRAL BACKWATER VALVE.
WF-1 SEMICIRCULAR WASH FOUNTAIN 1-1/2"1/2"1/2"1-1/2"BRADLEY
SN2004 A STD AST4-F TMA
STAINLESS STEEL 54" SEMI-CIRCULAR FOUR-STATION WASH STATION. OFF-LINE VENT WITH SUPPLIES FROM BELOW (TYPE A),
STANDARD MOUNTING HEIGHT, AIR-ACTIVATED HOLD OPEN FOOT ACTIVATION, WITH INTEGRAL THERMOSTATIC MIXING VALVE.
WH-1 WALL HYDRANT (MILD CLIMATE)
EXTERIOR -3/4"--SMITH5518 3/4" THREADED OUTLET MILD CLIMATE WALL HYDRANT WITH INTEGRAL VACUUM BREAKER, TEE SHUT-OFF HANDLE. STAINLESS
STEEL ENCLOSURE WITH LOCKABLE COVER.
HB-1 HOSE BIBB INTERIOR -3/4"--SMITH 5670-H 3/4" THREADED OUTLET WITH INTEGRAL VACUUM BREAKER, WHEEL HANDLE, ROUGH FINISH BRONZE BODY.
PDI WATER HAMMER ARRESTOR -VARIES VARIES -SIOUX CHIEF HYDRA-RESTER PISTON-TYPE WATER HAMMER ARRESTER APPROVED FOR INSTALLATION WITH NO ACCESS PANEL REQUIRED.
(ADA) DENOTES FIXTURES TO BE MANUFACTURED AND MOUNTED FOR AMERICANS WITH DISABILITIES USE. INSULATE SUPPLIES AND P-TRAP.
ELECTRIC WATER HEATER SCHEDULE
MARK
STORAGE
CAPACITY
(GAL)
NUMBER OF
ELEMENTS
KW PER
ELEMENT
RECOVERY
GPH 55°
RISE
ELECTRICAL EXPANSION
TANK SIZE
(GAL)
MANUFACTURER MODEL NO.
VOLTS PHASE HZ
EWH-1 20 1 3.0 21 277 1 60 2.1 A.O. SMITH DEL-20S-3
EWH-2 50 3 2.0 43 277 1 60 4.5 A.O. SMITH DRE-52-6
NOTES :
1. PROVIDE AN EXPANSION TANK (SIZED ACCORDING TO THE SCHEDULE) AND PRE CHARGE TO SYSTEM PRESSURE.
2. PROVIDE RECIRCULATION PUMP (RCP) FOR EWH-1. REFERENCE "HOT WATER CIRCULATING PUMP SCHEDULE" THIS SHEET FOR SIZING.
REFERENCE PLANS FOR LOCATION.
PLUMBING SYMBOL SCHEDULE
SYMBOLS DESCRIPTION SYMBOLS DESCRIPTION
CW-COLD WATER SUPPLY MS MOP SINK
HW-HOT WATER SUPPLY SS SERVICE SINK
HWR-HOT WATER RETURN UR URINAL
SANITARY UNDERGROUND SH SHOWER
VENT L LAVATORY
CONDENSATE WC WATER CLOSET
COMPRESSED AIR EEW EMERGENCY EYE WASH
STORM EWH ELECTRIC WATER HEATER
RCP RECIRCULATION PUMP
GATE VALVE SK SINK
PLUG VLAVLE DF DRINKING FOUNTAIN
CHECK VALVE EWC ELECTRIC WATER COOLER
GLOBE VALVE DS DOWNSPOUT
BUTTERFLY VALVE CO CLEANOUT
STRAINER FCO FLOOR CLEAN OUT
VACUUM RELIEF VALVE ECO EXTERIOR CLEAN OUT
BALL VALVE WCO WALL CLEAN OUT
UNION OR FLANGE WH WALL HYDRANT
WATER HAMMER ARRESTOR HB HOSE BIBB
VTR VENT THROUGH ROOF
FLOOR DRAIN AP ACCESS PANEL
HUB DRAIN AFF ABOVE FINISHED FLOOR
ROOF DRAIN BWV BACKWATER VALVE
FLOOR SINK HD HUB DRAIN
CD CONDENSATE DRAIN
RISER REFERENCES
INDICATES REFERENCE TO RISER
02, SHEET P-6. ALSO INDICATED BY
RE: 02/P-6.
LT LAUNDRY TUB
DETAIL REFERENCES
INDICATES REFERENCE TO DETAIL
07, SHEET P-5. ALSO INDICATED BY
RE: 07/P-5.
NOT ALL SYMBOLS TABULATED ABOVE ARE NECESSARILY USED ON THE DRAWINGS
07
P-5
02
P-6
HOT WATER CIRCULATING PUMP SCHEDULE
MARK
FLUID DATA ELECTRICAL DATA
SERVES MANUFACTURER MODEL NO.
FLOW GPM HEAD FT MOTOR HP VOLTS/
PHASE
RCP-1 1.0 5 1/25 120/1 EWH-1 GRUNDFOS UP 15-10B5
NOTES :
1. SEE PLANS FOR LOCATIONS
CD
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P001
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING
SYMBOLS AND
LEGEND
Z PEPPER
NO.DATE DESCRIPTION
P101
1
P102
1
P103
1
9
8
7
6
5
4
3
2
1
LABCDFGHJKE
12" STORM
1
2
6" ECO
6" SAN
3
4
3
4" SAN
2 1/2" CW5
6" ECO
4" STORM
1
4" V
73 DFU
I.E.=-4.0' AFF
I.E.=-3.0' AFF
I.E.=-6.5' AFF
144 SFU
I.E.=-6.0' AFF
P104
1
4" STORM
1
I.E.=-2.0' AFF
P3P2P1
PA
PB
6
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P100
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
OVERALL
PLUMBING FLOOR
PLAN
Z PEPPER
1" = 20'-0"P100
1 OVERALL PLUMBING FLOOR PLAN
PLUMBING KEYNOTES
1 STORM POINT OF CONNECTION TO SITE CIVIL. REFERENCE CIVIL DRAWINGS FOR CONTINUATION.
2 DIVERTING VALVE STRUCTURE, REFERENCE DETAIL 01/P502.
3 SANITARY POINT OF CONNECTION TO SITE CIVIL. REFERENCE CIVIL DRAWINGS FOR CONTINUATION.
4 OIL WATER SEPARATOR, REFERENCE DETAIL 01/P504.
5 DOMESTIC WATER SERVICE POINT OF CONNECTION TO SITE CIVIL. REFERENCE CIVIL DRAWINGS FOR CONTINUATION.
6 PROVIDE AUTOMATIC FILL VALVE FOR MAKE-UP WATER TO FIRE PROTECTION STORAGE TANK. REFERENCE DETAIL 04/P503.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES, UNFORESEEN CONDITIONS OR INTERFERENCES TO
THE ATTENTION OF THE ARCHITECT/ENGINEER. NO CLAIMS FOR ADDITIONAL WORK DO TO OBSERVABLE CONDITIONS WILL BE CONSIDERED.
ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE LAWS, RULES, REGULATION AND ORDINANCES OF
FEDERAL, STATE, AND LOCAL AUTHORITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT; INCLUDING FBC AND NFPA.
ADHERE TO THE DOCUMENTS WHEN REQUIREMENTS ARE STRICTER THAN CODE REQUIREMENTS AND ARE PERMITTED UNDER THE CODE.
REPORT ANY ALTERATION TO AND/OR DEVIATIONS FROM THE DRAWING AS REQUIRED BY THE ABOVE AUTHORITIES TO THE ARCHITECT/ENGINEER AND SECURE HIS APPROVAL
BEFORE STARTING ALTERATIONS.
THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ARCHITECT/ENGINEER IN ALL CASES OF DOUBT AS TO THE WORK INTENDED, OR IF ADDITIONAL
EXPLANATION IS NEEDED.
PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS
REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD.
PROVIDE EQUIPMENT CLEARANCES IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN ACCORDANCE WITH ALL APPLICABLE CODES.
PROVIDE FIRE STOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES (SLAB AND ANY RATED WALLS).
HANGAR PIPE AND CONDUIT ROUTING: PIPE AND CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS AND STRUCTURE, AVOID DIAGONAL RUNS. PIPE
AND CONDUIT SHALL BE RACKED TIGHT TOGETHER AND CONCEALED TO THE EXTENT POSSIBLE. ROUTE PIPING AND CONDUIT THRU ROOF DECK FLUTES TO EXTENT POSSIBLE.
AVOID OFFSETS, TRAPS, AND POCKETS IN PIPE ROUTING TO THE EXTENT POSSIBLE. PIPING/CONDUIT SHALL BE INSTALLED AS HIGH AS POSSIBLE BUT SHALL BE A MINIMUM OF
46'-0" ABOVE FINISHED FLOOR IN HAGAR AREA ONLY. PAINT ALL EXPOSED PIPING, CONDUIT, ETC. TO MATCH ARCHITECT APPROVED COLOR (WHITE). REFER TO DIVISION 9 FOR
PAINTING SPECIFICATIONS.
NOTE ALL GRAVITY DRAINAGE PIPING SHALL BE SLOPED AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.
INSTALL ALL PIPING, EQUIPMENT, CONDUIT, ETC. TIGHT AGAINST ALL WALLS, ROOF, AND COLUMNS.
REFER TO ARCHITECTURAL PLANS FOR DRAINAGE SYSTEM UTILIZING DOWNSPOUTS AND GUTTERS.
PLUMBING PIPING INVERTS ARE REFERENCED TO FINISHED FLOOR ELEVATION OF 0.0’.
PLUMBING GENERAL NOTES
KEY PLAN
NTS
N
A
B
C
NO.DATE DESCRIPTION
HB-1
HB-1
WH-1
EEW-1
EEW-1
1
2
1
2
1
1
FPER
101
WOMENS
LOCKERS
103
MENS
LOCKERS
105
STORAGE
108
JANITOR
107
MRO
HANGER
100
TD-1
SH-1SH-1
MS-1
3" FD-1 3" FD-1
6" FCO 6" FCO
L-1
L-1WC-1 WC-1
6" ECO
3
7
6
5
4
LABCDFGHJK
3" FD-1
3" FD-1
4" WCO
4" WCO
4
DF-1
EWH-2
4
E
4" SAN
4" SAN
4" SAN 4" SAN
4
5
6
7
7
8
8WF-1
4" V
9
10
4" FCO
11
8" SAN 8" SAN
10" SAN 12" SAN 12" SAN
12
13
CA CA CA CA CA CA CA CA
CACA
CACA
CACA
CACA
3/4" CW
1 1/2" CW1 1/2" CW
8" SAN 8" SAN
10" SAN 12" SAN
14
WC-1 L-1 L-1 WC-1
4" FD-2 4" FD-2 4" FD-2
4" SAN
6" SAN
11
3/4" CA
3/4" CA
3/4" CA
15
1616 1616
3" FD-1 3" FD-1
3" FD-1
17
17
4" FCO4" SAN
UR-1
1 1/2" CW
3/4" CA
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P101
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING FLOOR
PLAN - HANAGAR
AREA A
Z PEPPER
1/8" = 1'-0"P101
1 PLUMBING FLOOR PLAN - AREA A
PLUMBING KEYNOTES
1 COMPRESSED AIR DROP. REFERENCE DETAIL 04/P501.
2 EMERGENCY EYE WASH/SHOWER, REFERENCE DETAIL 01/P501.
3 12" WIDE TRENCH DRAIN ASSEMBLY. TRENCH DRAIN ASSEMBLY SHALL BE RATED FOR CLASS F AIRCRAFT STRUCTURAL LOADING.
REFERENCE CIVIL PLANS FOR DETAIL.
4 PROVIDE NEW VENT THROUGH SIDE WALL. TURN DOWN AT BUILDING EXTERIOR AND PROVIDE BIRD SCREEN AT OPENING. VENT
OPENING SHALL TERMINATE 10' AFF. REFERENCE SANITARY RISER FOR VENT SIZING.
5 SANITARY POINT OF CONNECTION TO DIVERTER VALVE SYSTEM. REFERENCE SHEET P100 FOR CONTINUATION.
6 PROVIDE NEW FLOOR MOUNTED ELECTRIC WATER HEATER AS SHOWN. REFERENCE DETAIL 07/P501 AND ELECTRIC WATER HEATER
SCHEDULE ON SHEET P001.
7 SURFACE MOUNTED HOSE BIBB. REFERENCE DETAIL 02/P503.
8 PROVIDE HB-1 UNDER LAV FOR WASHDOWN.
9 VENT POINT OF CONNECTION TO OIL WATER SEPARATOR SYSTEM. REFERENCE SHEET P100 FOR CONTINUATION.
10 TERMINATE VENT 10' AFF.
11 HANGAR DRAIN WASTE PIPING SHALL BE DUCTILE IRON IN ACCORDANCE WITH SPECIFICATION 22 05 00.
12 DIVERTER VALVE PANEL. REFERENCE DETAIL 01/P-502. PARK-USA CONTROL PANEL DMP SHALL HAVE 3-WAY VALVE CONTROL, WATER
LEVEL MONITORING IN DIVERTER VALVE BOX, AUDIBLE AND VISUAL ALARM WITH SILENCE, 120V/1Ø POWER SOURCE. REFERENCE
ELECTRICAL PLANS. PANEL SHALL RECEIVE SIGNAL FROM FIRE ALARM PANEL IN THE EVENT OF FOAM FIRE SUPPRESSION SYSTEM
ACTIVATION AND SHALL DIVERT DRAINAGE TO STORM POND.
13 OIL WATER SEPARATOR MONITOR PANEL. PROVIDE PARK-USA OIL TROOPER HIGH OIL ALARM PANEL OR APPROVED EQUAL.
CONTROLLER SHALL PROVIDE AN AUDIO/VISUAL HIGH OIL LEVEL ALARM. UNIT SHALL HAVE SILENCE BUTTON. PROVIDE NEMA 4X
RATED ENCLOSURE.
14 PROVIDE CAPPED CONNECTION FOR FUTURE AIR COMPRESSOR.
15 PROVIDE HOUSKEEPING PAD FOR FUTURE AIR COMPRESSOR. REFERENCE STRUCTURAL DRAWINGS FOR DETAIL.
16 ROUTE DOMESTIC WATER PIPING AND COMPRESSED AIR PIPING THROUGH SPACE BETWEEN STRUCTURAL TRUSS AND HANGAR WALL.
TYPICAL OF ALL DEOMSTIC WATER PIPING AND COMPRESSED AIR PIPING IN THE HANGAR AREA.
17 COORDINATE EXACT LOCATION OF FLOOR DRAIN WITH FIRE PROTECTION EQUIPMENT. REFERENCE FIRE PROTECTION PLANS
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES, UNFORESEEN CONDITIONS OR INTERFERENCES TO
THE ATTENTION OF THE ARCHITECT/ENGINEER. NO CLAIMS FOR ADDITIONAL WORK DO TO OBSERVABLE CONDITIONS WILL BE CONSIDERED.
ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE LAWS, RULES, REGULATION AND ORDINANCES OF
FEDERAL, STATE, AND LOCAL AUTHORITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT; INCLUDING FBC AND NFPA.
ADHERE TO THE DOCUMENTS WHEN REQUIREMENTS ARE STRICTER THAN CODE REQUIREMENTS AND ARE PERMITTED UNDER THE CODE.
REPORT ANY ALTERATION TO AND/OR DEVIATIONS FROM THE DRAWING AS REQUIRED BY THE ABOVE AUTHORITIES TO THE ARCHITECT/ENGINEER AND SECURE HIS APPROVAL
BEFORE STARTING ALTERATIONS.
THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ARCHITECT/ENGINEER IN ALL CASES OF DOUBT AS TO THE WORK INTENDED, OR IF ADDITIONAL
EXPLANATION IS NEEDED.
PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS
REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD.
PROVIDE EQUIPMENT CLEARANCES IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN ACCORDANCE WITH ALL APPLICABLE CODES.
PROVIDE FIRE STOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES (SLAB AND ANY RATED WALLS).
HANGAR PIPE AND CONDUIT ROUTING: PIPE AND CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS AND STRUCTURE, AVOID DIAGONAL RUNS. PIPE
AND CONDUIT SHALL BE RACKED TIGHT TOGETHER AND CONCEALED TO THE EXTENT POSSIBLE. ROUTE PIPING AND CONDUIT THRU ROOF DECK FLUTES TO EXTENT POSSIBLE.
AVOID OFFSETS, TRAPS, AND POCKETS IN PIPE ROUTING TO THE EXTENT POSSIBLE. PIPING/CONDUIT SHALL BE INSTALLED AS HIGH AS POSSIBLE BUT SHALL BE A MINIMUM OF
46'-0" ABOVE FINISHED FLOOR IN HAGAR AREA ONLY. PAINT ALL EXPOSED PIPING, CONDUIT, ETC. TO MATCH ARCHITECT APPROVED COLOR (WHITE). REFER TO DIVISION 9 FOR
PAINTING SPECIFICATIONS.
NOTE ALL GRAVITY DRAINAGE PIPING SHALL BE SLOPED AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.
INSTALL ALL PIPING, EQUIPMENT, CONDUIT, ETC. TIGHT AGAINST ALL WALLS, ROOF, AND COLUMNS.
REFER TO ARCHITECTURAL PLANS FOR DRAINAGE SYSTEM UTILIZING DOWNSPOUTS AND GUTTERS.
PLUMBING PIPING INVERTS ARE REFERENCED TO FINISHED FLOOR ELEVATION OF 0.0’.
PLUMBING GENERAL NOTES
KEY PLAN
NTS
N
A
B
C
UNLESS NOTED OTHERWISE, ALL PLUMBING DEPICTED ON
THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-1,
“PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL
FOUNDATIONS (28,500 SF HANGAR WITH 3,000 SF LEAN-TO
OFFICE) – COMPLETE”.
NO.DATE DESCRIPTION
2 2/19/2019 Permit Review Comments
2
HB-1 HB-1
1
MRO
HANGER
100
3
2
1
LABCDFGHJKE
WH-1WH-1
2 2
4" FCO
S S S S S S S S S S S S S S S
CACA
4" FCO 4" ECO
32" STORM 2" STORM
4" STORM 4" STORM 4" STORM
3/4" CW
3/4" CW
3/4" CA
3/4" CA
44
44
2" STORM 2" STORM
1
5 5 5 5
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P102
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING FLOOR
PLAN - HANGAR
AREA B
Z PEPPER
1/8" = 1'-0"P102
1 PLUMBING FLOOR PLAN - AREA B
PLUMBING KEYNOTES
1 COMPRESSED AIR DROP. REFERENCE DETAIL 04/P501.
2 SURFACE MOUNTED HOSE BIBB. REFERENCE DETAIL 02/P503.
3 STORM POINT OF CONNECTION TO SITE CIVIL. REFERENCE CIVIL DRAWINGS FOR CONTINUATION.
4 ROUTE DOMESTIC WATER PIPING AND COMPRESSED AIR PIPING THROUGH SPACE BETWEEN STRUCTURAL TRUSS AND HANGAR WALL.
TYPICAL OF ALL DEOMSTIC WATER PIPING AND COMPRESSED AIR PIPING IN THE HANGAR AREA.
5 PROVIDE HANGAR DOOR TRACK DRAINS IN ACCORDANCE WITH DOOR MANUFACTURER'S RECOMMENDATIONS. REFERENCE DETAIL
03/P503.
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES, UNFORESEEN CONDITIONS OR INTERFERENCES TO
THE ATTENTION OF THE ARCHITECT/ENGINEER. NO CLAIMS FOR ADDITIONAL WORK DO TO OBSERVABLE CONDITIONS WILL BE CONSIDERED.
ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE LAWS, RULES, REGULATION AND ORDINANCES OF
FEDERAL, STATE, AND LOCAL AUTHORITIES, WHETHER INDICATED ON THE DRAWINGS OR NOT; INCLUDING FBC AND NFPA.
ADHERE TO THE DOCUMENTS WHEN REQUIREMENTS ARE STRICTER THAN CODE REQUIREMENTS AND ARE PERMITTED UNDER THE CODE.
REPORT ANY ALTERATION TO AND/OR DEVIATIONS FROM THE DRAWING AS REQUIRED BY THE ABOVE AUTHORITIES TO THE ARCHITECT/ENGINEER AND SECURE HIS APPROVAL
BEFORE STARTING ALTERATIONS.
THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ARCHITECT/ENGINEER IN ALL CASES OF DOUBT AS TO THE WORK INTENDED, OR IF ADDITIONAL
EXPLANATION IS NEEDED.
PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS
REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE FIELD.
PROVIDE EQUIPMENT CLEARANCES IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN ACCORDANCE WITH ALL APPLICABLE CODES.
PROVIDE FIRE STOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES (SLAB AND ANY RATED WALLS).
HANGAR PIPE AND CONDUIT ROUTING: PIPE AND CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS AND STRUCTURE, AVOID DIAGONAL RUNS. PIPE
AND CONDUIT SHALL BE RACKED TIGHT TOGETHER AND CONCEALED TO THE EXTENT POSSIBLE. ROUTE PIPING AND CONDUIT THRU ROOF DECK FLUTES TO EXTENT POSSIBLE.
AVOID OFFSETS, TRAPS, AND POCKETS IN PIPE ROUTING TO THE EXTENT POSSIBLE. PIPING/CONDUIT SHALL BE INSTALLED AS HIGH AS POSSIBLE BUT SHALL BE A MINIMUM OF
46'-0" ABOVE FINISHED FLOOR IN HAGAR AREA ONLY. PAINT ALL EXPOSED PIPING, CONDUIT, ETC. TO MATCH ARCHITECT APPROVED COLOR (WHITE). REFER TO DIVISION 9 FOR
PAINTING SPECIFICATIONS.
NOTE ALL GRAVITY DRAINAGE PIPING SHALL BE SLOPED AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.
INSTALL ALL PIPING, EQUIPMENT, CONDUIT, ETC. TIGHT AGAINST ALL WALLS, ROOF, AND COLUMNS.
REFER TO ARCHITECTURAL PLANS FOR DRAINAGE SYSTEM UTILIZING DOWNSPOUTS AND GUTTERS.
PLUMBING PIPING INVERTS ARE REFERENCED TO FINISHED FLOOR ELEVATION OF 0.0’.
PLUMBING GENERAL NOTES
KEY PLAN
NTS
N
A
B
C
UNLESS NOTED OTHERWISE, ALL PLUMBING DEPICTED ON
THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-1,
“PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL
FOUNDATIONS (28,500 SF HANGAR WITH 3,000 SF LEAN-TO
OFFICE) – COMPLETE”.
NO.DATE DESCRIPTION
WC-1
WC-1 L-1
L-1 MS-1
3" FD-1
3" FD-1
4" SAN
IDF
116
MECH
115
ELECT
114
OFFICE
110
MENS RM
112
WOMENS RM
111
JANITOR
113
2 1/2" VTR
4" WCO
3" FD-1
9
8
7
LFGHJK
2 1/2" CW
1
2 1/2" CW
4" ECO
4" SAN
2
3 44 5
EWH-1
4" FCO
6
4" SAN
71" CW
8
RCP-1 3/4" HWR
3/4" HW
2" CD-1
2" CD-12" ECO
WH-1
2" ECO
9
4" SAN
2" V
10
10 2 1/2" CW
EWC-1
3" SAN
1 1/4" V
2" ECO
1
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P103
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING FLOOR
PLAN - HANGAR
AREA C
Z PEPPER
1/8" = 1'-0"P103
1 PLUMBING FLOOR PLAN - AREA C
A.
B.
C.
D.
E.
F.
G.
H.
I.
J.
K.
L.
M.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES,
UNFORESEEN CONDITIONS OR INTERFERENCES TO THE ATTENTION OF THE ARCHITECT/ENGINEER. NO CLAIMS FOR ADDITIONAL
WORK DO TO OBSERVABLE CONDITIONS WILL BE CONSIDERED.
ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE
LAWS, RULES, REGULATION AND ORDINANCES OF FEDERAL, STATE, AND LOCAL AUTHORITIES, WHETHER INDICATED ON THE
DRAWINGS OR NOT; INCLUDING FBC AND NFPA.
ADHERE TO THE DOCUMENTS WHEN REQUIREMENTS ARE STRICTER THAN CODE REQUIREMENTS AND ARE PERMITTED UNDER
THE CODE.
REPORT ANY ALTERATION TO AND/OR DEVIATIONS FROM THE DRAWING AS REQUIRED BY THE ABOVE AUTHORITIES TO THE
ARCHITECT/ENGINEER AND SECURE HIS APPROVAL BEFORE STARTING ALTERATIONS.
THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ARCHITECT/ENGINEER IN ALL CASES OF DOUBT
AS TO THE WORK INTENDED, OR IF ADDITIONAL EXPLANATION IS NEEDED.
PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL
PROVIDE ANY ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS
ENCOUNTERED IN THE FIELD.
PROVIDE EQUIPMENT CLEARANCES IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN
ACCORDANCE WITH ALL APPLICABLE CODES.
PROVIDE FIRE STOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES (SLAB AND ANY RATED WALLS).
HANGAR PIPE AND CONDUIT ROUTING: PIPE AND CONDUIT SHALL BE RUN PARALLEL OR PERPENDICULAR TO BUILDING WALLS
AND STRUCTURE, AVOID DIAGONAL RUNS. PIPE AND CONDUIT SHALL BE RACKED TIGHT TOGETHER AND CONCEALED TO THE
EXTENT POSSIBLE. AVOID OFFSETS, TRAPS, AND POCKETS IN PIPE ROUTING TO THE EXTENT POSSIBLE. PAINT ALL EXPOSED
PIPING, CONDUIT, ETC. TO MATCH ARCHITECT APPROVED COLOR (WHITE). REFER TO DIVISION 9 FOR PAINTING SPECIFICATIONS.
NOTE ALL GRAVITY DRAINAGE PIPING SHALL BE SLOPED AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.
INSTALL ALL PIPING, EQUIPMENT, CONDUIT, ETC. TIGHT AGAINST ALL WALLS, ROOF, AND COLUMNS.
REFER TO ARCHITECTURAL PLANS FOR DRAINAGE SYSTEM UTILIZING DOWNSPOUTS AND GUTTERS.
PLUMBING PIPING INVERTS ARE REFERENCED TO FINISHED FLOOR ELEVATION OF 0.0’
PLUMBING GENERAL NOTES
PLUMBING KEYNOTES
1 DOMESTIC WATER SERVICE POINT OF CONNECTION TO SITE CIVIL. REFERENCE CIVIL DRAWINGS FOR CONTINUATION.
2 SANITARY POINT OF CONNECTION TO SITE CIVIL. REFERENCE CIVIL DRAWINGS FOR CONTINUATION.
3 PROVIDE NEW VTR. CONNECT NEW VENT PIPING TO VTR. REFERENCE DETAIL 05/P501 FOR VENT PENETRATION THROUGH ROOF DETAIL.
4 PROVIDE HB-1 UNDER LAV FOR WASHDOWN.
5 PROVIDE NEW WALL MOUNTED ELECTRIC WATER HEATER AS SHOWN. REFERENCE DETAIL 06/P501 AND ELECTRIC WATER HEATER
SCHEDULE ON SHEET P001.
6 U/G SANITARY LINE FOR FUTURE TENANT BUILD-OUT.
7 PROVIDE CAPPED BRANCH FOR FUTURE TENANT BUILD-OUT
8 PROVIDE DOMESTIC WATER SHUT-OFF VALVE AT 5'-0" AFF. MAXIMUM.
9 DRYWELL FOR CONDENSATE DRAIN SYSTEM. REFERENCE DETAIL 02/P504. COORDINATE EXACT LOCATION WITH HVAC EQUIPMENT.
REFERENCE MECHANICAL PLANS.
10 COORDINATE EXACT LOCATION OF CONDENSATE DRAIN WITH FINAL LOCATION OF AHU. REFERENCE MECHANICAL PLANS.
KEY PLAN
NTS
N
A
B
C
UNLESS NOTED OTHERWISE, ALL PLUMBING DEPICTED ON
THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-1,
“PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL
FOUNDATIONS (28,500 SF HANGAR WITH 3,000 SF LEAN-TO
OFFICE) – COMPLETE”.
NO.DATE DESCRIPTION
1 2/19/2019 Change Order CO #1
3" FD-1
3" FD-1
3" FD-1
3" FD-1
4" FCO
1
1 1
1 2
4" STORM
4" ECO
P3P2P1
PA
PB
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P104
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING FLOOR
PLAN - FIRE PUMP
BUILDING
Z PEPPER
A.
B.
C.
D.
E.
F.
G.
H.
J.
K.
L.
M.
CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS PRIOR TO CONSTRUCTION AND SHALL BRING ANY DISCREPANCIES,
UNFORESEEN CONDITIONS OR INTERFERENCES TO THE ATTENTION OF THE ARCHITECT/ENGINEER. NO CLAIMS FOR ADDITIONAL WORK
DO TO OBSERVABLE CONDITIONS WILL BE CONSIDERED.
ALL WORK AND EQUIPMENT SHALL MEET THE REQUIREMENTS OF THE MOST RECENTLY REVISED VERSION OF ALL APPLICABLE LAWS,
RULES, REGULATION AND ORDINANCES OF FEDERAL, STATE, AND LOCAL AUTHORITIES, WHETHER INDICATED ON THE DRAWINGS OR
NOT; INCLUDING FBC AND NFPA.
ADHERE TO THE DOCUMENTS WHEN REQUIREMENTS ARE STRICTER THAN CODE REQUIREMENTS AND ARE PERMITTED UNDER THE
CODE.
REPORT ANY ALTERATION TO AND/OR DEVIATIONS FROM THE DRAWING AS REQUIRED BY THE ABOVE AUTHORITIES TO THE
ARCHITECT/ENGINEER AND SECURE HIS APPROVAL BEFORE STARTING ALTERATIONS.
THE CONTRACTOR SHALL REQUEST SUPPLEMENTARY INSTRUCTIONS FROM THE ARCHITECT/ENGINEER IN ALL CASES OF DOUBT AS TO
THE WORK INTENDED, OR IF ADDITIONAL EXPLANATION IS NEEDED.
PIPE ROUTING SHOWN IS SCHEMATIC AND IS INTENDED TO INDICATE GENERAL ROUTING. PLUMBING CONTRACTOR SHALL PROVIDE ANY
ADDITIONAL OFFSETS AND FITTINGS REQUIRED FOR PROPER INSTALLATION AND TO MAINTAIN CLEARANCES AS ENCOUNTERED IN THE
FIELD.
PROVIDE EQUIPMENT CLEARANCES IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS AND IN ACCORDANCE
WITH ALL APPLICABLE CODES.
PROVIDE FIRE STOPPING AT ALL PENETRATIONS OF RATED ASSEMBLIES (SLAB AND ANY RATED WALLS).
NOTE ALL GRAVITY DRAINAGE PIPING SHALL BE SLOPED AT 1/8" PER FOOT UNLESS NOTED OTHERWISE.
INSTALL ALL PIPING, EQUIPMENT, CONDUIT, ETC. TIGHT AGAINST ALL WALLS, ROOF, AND COLUMNS.
REFER TO ARCHITECTURAL PLANS FOR DRAINAGE SYSTEM UTILIZING DOWNSPOUTS AND GUTTERS.
PLUMBING PIPING INVERTS ARE REFERENCED TO FINISHED FLOOR ELEVATION OF 0.0’
PLUMBING GENERAL NOTES
PLUMBING KEYNOTES
1 COORDINATE EXACT LOCATION OF FLOOR DRAIN WITH FIRE PROTECTION EQUIPMENT. REFERENCE FIRE PROTECTION PLANS
2 STORM POINT OF CONNECTION TO SITE CIVIL. REFERENCE CIVIL DRAWINGS FOR CONTINUATION.
KEY PLAN
NTS
N
A
B
C
1/4" = 1'-0"P104
1 PLUMBING FLOOR PLAN - FIRE PUMP BUILDING
UNLESS NOTED OTHERWISE, ALL PLUMBING DEPICTED ON
THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-2,
“PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL
FOUNDATIONS, FIRE PUMP SYSTEM, AND APPURTENANCES
(1,200 SF FIRE PUMP BUILDING) – COMPLETE”.
NO.DATE DESCRIPTION
HB-1
EEW-1
HB-1
WH-1
HB-1
HB-1
EEW-1
DF-1
L-1
WC-1
WC-1
MS-1 L-1
EWH-2
WC-1WC-1
L-1L-1 EWH-1
MS-1
2 1/2" CW
2 1/2" CW
WH-1
WH-1
WF-1
WH-1
3/4" CW
1 1/4" CW
3/4" CW
1 1/2" CW
3/4" CW
3/4" CW
1 1/4" CW
1 1/2" CW
3/4" CW
3/4" CW
1 1/2" CW
1 1/2" CW
3/4" HW
RCP-1
1/2" CW
1/2" HW
1/2" CW
1 1/2" CW1 1/2" CW
WC-1
L-1
L-1
WC-1
1 1/2" CW
3/4" HW
1 1/2" CW
1 1/2" CW
1/2" HW
1/2" CW
1 1/2" CW
1 1/4" CW
1 1/4" HW
3/4" CW
3/4" HW
1/2" CW
1" CW
3/4" HWR
3/4" HW
3/4" CW
1 1/2" CW 1/2" HW
3/4" CW
3/4" CW
1 1/2" CW
1 1/2" CW
1 1/2" CW
1 1/2" CWEWC-1
UR-1
SH-1
SH-1
3/4" CA
3/4" CA3/4" CA
3/4" CA
1 1/4" CA
3/4" CA
1 1/4" CA
1" CA
3/4" CA
3/4" CA
3/4" CA
3/4" CA
3/4" CA
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P401
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING
RISERS
Z PEPPER
P401
2 DOMESTIC WATER RISER
P401
1 COMPRESSED AIR RISER
NO.DATE DESCRIPTION
2 2/19/2019 Permit Review Comments
2
3" FD-1
4" WCO
3" FD-1
4" WCO
4" SAN
4" SAN
4" SAN
3" SAN
4" SAN
2 1/2" V
2-1/2" VENT
THROUGH WALL
2-1/2" VENT
THROUGH
WALL
2 1/2" VTR
WC-1
WC-1
L-1
3" FD-1
3" FD-1
MS-1
L-1
3" FD-1
4" WCO
2" V
4" SAN
DF-1
SH-1
SH-1
3" FD-1
MS-1
L-1
3" FD-1
WC-1WC-1
L-1
TD-1
6" FCO
6" FCO
6" ECO
6" ECO
DIVERTER
VALVE
OS-1
10" SAN
12" SAN
3" VENT
THROUGH
WALL
12" STORM
6" SAN
6" ECO
4" ECO
WF-1
4" FCO
4" SAN
4" SAN
4" SAN
2 1/2" V
2" V
2" V
2" V2" V
1 1/2" V
1 1/2" SAN
2" V2" V
2" V2" V
3" SAN
TO STORM DRAINAGE SYSTEM.
REFERENCE CIVIL PLANS.
TO SANITARY SYSTEM.
REFERENCE CIVIL PLANS.
4" V
4" V
4" FCO
6" SAN
3" V
2" V
2" V
2" V2" V
WC-1 L-1
WC-1
L-1
2" V
2" V
2" V
2" V
2" V
2" V
8" SAN
8" SAN
8" SAN
8" SAN
10" SAN
12" SAN
TO SANITARY SYSTEM.
REFERENCE CIVIL PLANS.
4" FD-2
4" FD-2
4" FD-2
6" SAN
4" SAN
EWC-1
4" SAN
4" SAN
3" FD-1
3" FD-1
3" FD-1
3" SAN
4" FCO
4" SAN
UR-1
3" SAN
1 1/4" V
4" FCO
3" FD-1
3" FD-1
3" FD-1
3" FD-1
4" STORM
4" ECO
TO STORM SYSTEM.
REFERENCE CIVIL PLANS.
4" STORM
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P402
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING
RISERS
Z PEPPER
P402
1 SANITARY RISER - HANGAR
P402
2 STORM RISER - FIRE PUMP BUILDING
NO.DATE DESCRIPTION
TO
S
U
I
T
CO
N
D
I
T
I
O
N
S
CONNECTION AT HEATER.
2. ALL LINES TO BE FULL SIZE TO POINT OF
1. ALL PIPING SHALL BE SECURED TO MAKE RIGID.
NOTE:
NTS
ELEVATED EWH DETAIL (W/ RECIRC)06
FINISHED FLOOR
MOP SINK OR FLOOR DRAIN
WATER HEATER SUPPORT PLATFORM RATED FOR 375 LBS.
ATTACH TO WALL AND WALL FRAMING PER
MANUFACTURER'S RECOMMENDATIONS. PROVIDE
ADDITIONAL FRAMING/STRUCTURAL BRACING PER
MANUFACTURER'S RECOMMENDATIONS. MOUNT WATER
HEATER AT MINIMUM HEIGHT OF 6'-6" TO ALLOW FOR
READILY USAGE OF JANITOR SINK BELOW.
FULL SIZE T&P DISCHARGE
LINE AND FULL SIZE
DRAIN LINE TO JANITOR SINK.
THERMAL EXPANSION TANK.
REFERENCE SCHEDULE FOR SIZING.
COLD AND HOT
WATER LINES
VACUUM RELIEF VALVE
A.S.M.E.PRESSURE &
TEMPERATURE RELIEF
VALVE
GATE VALVE (TYPICAL)
UNION (TYPICAL)
WALL
GALVANIZED DRAIN PAN WITH
DRAIN VALVE TERMINATING AT
FLOOR SINK.
AIR GAP PER CODE
1. ALL PIPING SHALL BE SECURED TO MAKE RIGID.
2. ALL LINES TO BE FULL SIZE TO POINT OF CONNECTION AT
HEATER.
NOTE:
CHECK VALVE
PROVIDE AIR GAP PER IBC.
FULL SIZE T&P DISCHARGE
LINE AND FULL SIZE
DRAIN LINE TO FLOOR
DRAIN OR FLOOR SINK. ELL
OVER FLOOR DRAIN (TYPICAL).
24 GAUGE GALVANIZED
STEEL DRIP PAN
THERMAL EXPANSION TANK
HOT WATER SUPPLY
LINE
COLD WATER SUPPLY
LINE
VACUUM RELIEF VALVE
A.S.M.E.PRESSURE
&TEMPERATURE
RELIEF VALVE.
THERMOMETER
GATE VALVE (TYPICAL)
UNION (TYPICAL)
PROVIDE THICKENED
CONCRETE EQUIPMENT
PAD WITH SUFFICIENT
HEIGHT FOR DRAINAGE.
FINISHED FLOOR
ELECTRIC
WATER
HEATER
NTS
FLOOR MOUNTED EWH (W/O RECIRC)07
MOP SINK OR FLOOR DRAIN
HANGAR FIN. FLOOR
1" DRAIN
SPILL TO HANGAR FLOOR
SECURE PIPE TO WALL
PER MANUFACTURER'S
RECOMMENDATIONS.
1 1/4" WATER
SUPPLY, REFER TO
PLUMBING FLOOR
PLAN FOR
CONTINUATION.
FLOW CONTROL,
STAY-OPEN VALVE
EMERGENCY
SHOWER
CONTROL
EYE WASH WITH
PUSH HANDLE
AND STAY OPEN
VALVE.
NTS
EMERGENCY SHOWER/EYE WASH DETAIL01
NTS
FLOOR DRAIN DETAIL02
4" SAN, PVC WITH
SOLVENT WELDED
JOINTS
CLEANOUT
PLUG
18X18X4
CONCRETE PAD
HEAVY DUTY CAST
IRON CLEANOUT
COVER AND FRAME.
FIN.GRADE
SUITABLE BACKFILL
MATERIAL
1/8" BEND
WYE FITTING
NTS
EXTERIOR CLEANOUT DETAIL03
12"ROOF
FLASH VENT PIPING WITH NO. 4
SHEET LEAD ROOF FLASHING.
PROVIDE METAL BOND BREAK FOR
DISSIMILAR METALS.
ROOF STRUCTURE
STANDARD WEIGHT CAST IRON
PIPE WITH NO-HUB COUPLINGS
OR BELL AND SPIGOT FITTINGS
NTS
VENT PENETRATION THROUGH ROOF DETAIL05
PRESSURE
GAUGE
DRIP
LEG
REGULATOR/
LUBRICATOR
QUICK
DISCONNECT
SHUT-OFF
VALVE
COMPRESSED
AIR MAIN
3/4"
NTS
COMPRESSED AIR DROP DETAIL04
PROVIDE ALL FLOOR DRAINS WITH TRAP GUARDS
SIMILAR TO ZURN 1072 ZSHIELD TRAP SEAL.
RCP HOT WATER RETURN
LINE
CHECK VALVE
P-TRAP
PVC PIPE. CONNECT
TO SANITARY SEWER
FINISHED FLOOR
STRAINER
INSIDE CAULK
TRAP GUARD
EWHB
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P501
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING
DETAILS
Z PEPPER
NO.DATE DESCRIPTION
www.parkusa.com
R
SPECIFICATIONS
CONCRETE:CLASS I/II CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT 28 DAYS. UNIT IS OF MONOLITHIC CONSTRUCTION AT FLOOR AND FIRST STAGE OF WALL WITH SECTIONAL RISER TO
REQUIRED DEPTH.
REINFORCEMENT:GRADE 60 REINFORCED WITH STEEL REBAR CONFORMING TO ASTM A615 AND ASTM-C478 ON REQUIRED CENTERS OR EQUAL.
D.I. CASTINGS:MANHOLE FRAMES, COVERS OR GRATES ARE MANUFACTURED OF DUCTILE IRON CONFORMING TO ASTM A536, AASHTO M306, & AASHTO M105 STANDARDS. MANHOLE SHALL BE
NOMINAL 24" DIAMETER AND BE TRAFFIC DUTY.
ENGINEERING DATA
FIELD EXCAVATION AND PREPARATION SHALL BE COMPLETED PRIOR TO DELIVERY OF INTERCEPTOR. USE DIMENSIONAL DATA AS SHOWN. UNIT SHALL BE STRUCTURALLY AND HYDRAULICALLY
ENGINEERED CONFORMING TO UPC AND ACI BUILDING CODES. MANUFACTURER SHALL ENSURE VAULT ASSEMBLY DESIGN ACCOUNTS FOR PREVENTION OF BUOYANCY EFFECT, IF WATER TABLE DEPTH
IS PROVIDED.
DIVERTING VALVE SYSTEM SHALL BE PROVIDED BY PARK
USA (888.611.7275 AND WWW.PARK-USA.COM) OR
APPROVED EQUAL.
GA
bc
DRAIN TO
POND
DRAIN TO
SEWER
R
g
Valve Vault
Water Detect
To Pond To
Separator
Test
Silence
h
k
MANUAL
z
y
n)
WWW.PARKUSA.COM
SEWER
P
A R K U
S
A
NTS
DIVERSON VALVE DETAIL01
KEYED NOTES
MARK QTY DESCRIPTION
1 1 6'-0" x 9'-0" x 7'-4" DEEP PRECAST CONCRETE VAULT
2 1 9" THK FLAT CONCRETE TOP
3 1 24" DIAMETER DUCTILE IRON WATER-TIGHT RING & COVER
4 1 12" DUCTILE IRON TEE
5 2 12" SCH 80 PVC PIPE
6 1 6" SCH 80 PVC PIPE
7 1 ELECTRIC VALVE ACTUATOR (DIV)
8 2 12" TANDEM ACTUATED BUTTERFLY VALVES
9 2 16" DIA PIPE PENETRATION FOR 12" PVC PIPE WITH LINKSEAL
LS400 x 12 PCS
10 1 VALVE CONTROL PANEL DMP NEMA 4X (MOUNTED & WIRED BY
CONTRACTOR)
11 3 GALVANIZED PIPE SUPPORT
12 1 10" DIA PIPE PENETRATION FOR 6" PVC PIPE WITH LINKSEAL
LS300 X 10 PCS
13 2 3" DIA PIPE PENETRATION FOR 1" PVC ELEC CONDUIT WITH
LINKSEAL LS300 X 4 PIECES
14 1 ALL JOINTS MADE WATER-TIGHT w/ PLASTIC FLEXIBLE GASKET
(RAMNEK)
15 1
NAMEPLATE INDICATED:
MFG: ParkUSA
888-611-PARK
MODEL: DIV-12-6-34
DATE MANUFACTURED
16 2 6"x6"x4" J-BOX
17 1 SUBMERSIBLE SUMP PUMP WITH INTEGRAL FLOAT SWITCH
18 2 1 1/2" PVC PIPING TERMINATING IN POND DISCHARGE FROM
VAULT
19 1 1 1/2" PVC CHECK VALVE
20 1 1 1/2" PVC BALL VALVE
21 1 WATER DETECTION SENSOR (E 1)
22 1 12"x6" DI/PVC ECCENTRIC REDUCER
23 1 12"x1 1/2" EPOXY COATED SADDLE
24 1 PROTECTIVE ENCLOSURE w/ DOME
25 1 SS MOUNTING BRACKET FOR ACTUATOR
26 1 EXTENDED VALVE STEM
27 2 12" SCH 80 PVC FLANGE
28 1 6" SCH 80 PVC FLANGE
29 1 VALVE STEM BLOCKOUT FRAMED WITH SS304
30 1 GALVANIZED LADDER
DIVERTER VALVE BOX SHALL BE
CONFIGURED AS SHOWN BELOW
DIVERTER
VALVE BOX
STRUCTURE
12" STORM
OUTLET
CONDUIT/WIRE LEGEND
MARK DESCRIPTION ELECT WIRE SIZE CONDUIT SIZE
AVP ACTUATOR VALVE 120 VAC (6) 14GA
1"
VS VAULT WATER SENSOR 120 VAC (2) 14GA
AVV ACTUATOR 120 VAC (6) 14GA SO CORD
SP SUMP PUMP 120 VAC (3) 12GA 1"
SPC SUMP PUMP (INTERIOR)120 VAC (3) 12GA SO CORD
NOTE: ALL WIRING/ CONDUIT SIZES ARE SUBJECT TO NEC AND
ALL OTHER CODES
NOTES:
1.JOINTS TO BE SEALED WITH PLASTIC RAM-NEK
GASKET
2.ALL DIMENSIONS ARE TO CENTER OF
BLOCK-OUTS
3.LIFTING INSERTS AS REQUIRED
4.STRUCTURE TO BE PLACED ON MINIMUM 6"
STABILIZED BASE
5.RISER SECTIONS FURNISHED AS REQUIRED
CONTROL PANEL
12" SAN
INLET
6" SAN
OUTLET
(VS)
(AVP)
5' - 3"
6' - 0"
4 1_
2"
(DIV)
18"±
DMP
8' - 3"
9' - 0"
4 1_
2"4 1_
2"
11"
5'-11"
7'-4"
6"
6'-10"
GRADE 8"
12" INLET
FROM
HANGAR
ELEVATION
8' - 3"4 1_
2"4 1_
2"
9' - 0"
1985
23
24
27
7
4
16
13
17
18
21
FL
O
W
12" OUTLET TO POND
NO NC
(SPC)
(AVV)
(VS)
ELEVATION
13
16
FL
O
W
PLAN VIEW
12
6
28
15
22
27
9
5
330
6" OUTLET
TO SEWER FLOW
2
3
25
7
24
8
14
26
4
6" OUTLET
TO SEWER FLOW
TO BAS SYSTEM
(CPP) 120V
(AVP)
(SP)
(VS)
(V
S
)
(AVV)
(S
P
C
)
13
16
18
19
21
17
20
1
6
12
10
1122
12" INLET
FROM
HANGAR
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P502
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING
DETAILS
Z PEPPERTHE DIVERTER VALVE STRUCTURE SHALL BE BID AS LUMP
SUM AND SHALL INCLUDE FURNISHING ALL LABOR, MATERIAL,
EQUIPMENT, AND APPLIANCES NECESSARY TO COMPLETE
THE WORK AS INDICATED ON THE BID DOCUMENTS AND AS
SPECIFIED. REFERENCE BID PAY ITEM 22 00 00-3.
NO.DATE DESCRIPTION
CONCRETE
FLOOR SLAB CONCRETE
FLOOR SLAB
APRON
DOOR TRACK
FINISHED FLOOR
FROM WATER
MAIN
TO
TANK
FINISHED
GRADE
8" FIRE SERVICE
PIPING.
6" PCC SLAB
8" DIP FLANGED PIPE
AND FITTINGS
ABOVE GRADE
NTS
WALL HYDRANT DETAIL01 NTS
EXPOSED HOSE BIBB DETAIL02
24
"
TIGHT TO WALL
3/4" CW
WALL FACE
WALL HYDRANT W/ 3/4"
HOSE CONN. WITH
VACUUM BREAKER.
CW MAIN
1/4 TURN SHUT-OFF BALL VALVE
(SHUT-OFF VALVE SHALL BE IN VERTICAL
RISER 7'-0" AFF OR LESS WHEN
OVERHEAD PIPING IS RUN >40' AFF)
24
"
TIGHT TO WALL
WALL FACE
DRAIN COCK
HOSE BIBB W/ 3/4" HOSE
CONN. (TYPE HB-1) WITH
VACUUM BREAKER.
UNISTRUT PIPE
CLAMP (TYP.)
1/4 TURN SHUT-OFF
BALL VALVE
CW MAIN
3/4"CW
SECURE TO WALL
UNISTRUT ASSEMBLY,
PAINT TO MATCH
WALL. PROVIDE AT 3'-0"
ON CENTER.
4" STORM PIPING
2" SCHEDULE 40 PVC
5/8" HOLE DRILLED INTO
CONCRETE FOR DRAINAGE
FLOOR CLEANOUT
NTS
DOOR TRACK DRAIN DETAIL03
NOTE :
HANGAR DOOR TRACK DRAINAGE SHALL BE IN ACCORDANCE WITH
HANGAR DOOR INSTALLATION RECOMMENDATIONS. REFER TO
STRUCTURAL PLANS FOR COORDINATION OF DRAINAGE PIPING.
8" SUPERVISED
OS&Y VALVE (TYP.)
8" AUTOMATIC FILL VALVE. REFER
TO ELECTRICAL PLANS FOR
SPECIFICATIONS.
PER
MANUFACTURER
NTS
AUTOMATIC FILL VALVE DETAIL04
NOTE :
REFER TO CIVIL PLANS FOR UTILITY SERVICE MATERIAL
SPECIFICATION AND INSTALLATION REQUIREMENTS.
FLANGED
CONNECTION
8" SPOOL
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P503
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING
DETAILS
Z PEPPER
THE AUTOMATIC FILL VALVE SERVING THE FIRE WATER
STORAGE TANK SHALL BE BID AS LUMP SUM AND SHALL
INCLUDE FURNISHING ALL LABOR, MATERIAL, EQUIPMENT,
AND APPURTENANCES NECESSARY TO COMPLETE THE WORK
AS INDICATED ON THE BID DOCUMENTS AND AS SPECIFIED.
REFERENCE BID PAY ITEM 03 41 40 – 1 BOLTED STEEL FIRE
PROTECTION WATER STORAGE TANK WITH LEVEL CONTROL
SYSTEM AND APPURTENANCES – COMPLETE.
NO.DATE DESCRIPTION
SEWER
NTS
OIL/WATER INTERCEPTOR DETAIL01 NTS
DRYWELL DETAIL02
5'-6"
3'-0"
3'-0"
AUTOMATIC OIL
STOP VALVE
16'-0"
6"6"
6"
5'-9"
7'-0"
SLUDGE
BAFFLE
BITUMASTIC
INT. COATING
MONOLITHIC
BAFFLE DIFFUSION
BAFFLE
COALESCING
MEDIA PACK
SOLIDS
CHAMBER
LIQ SURFOIL CHAMBER
ELEVATION
6" INLET
6" PVC BOOT
GRADE
FLOW
EXTENSION AS REQ'D
HATCHWAY SAFETY NET
60" X 36" GALV. STEEL
FRAME & COVER, RATED
FOR TRAFFIC LOADING.
CAST IRON FRAME
AND COVER
CONCRETE
EXTENSIONS RINGS AS
REQUIRED
4" VENT
HIGH OIL FLOAT SWITCH
3/4" HIGH CONDUIT SLEEVE
FLOW
6" PVC BOOT
6" OUTLET
JOINT SEALED
WATER-TIGHT
BITUMASTIC
EXTERIOR
SLUDGE
CHAMBER
HIGH OIL ALARM
PANEL MOUNTED IN
HANGAR. REFERENCE
FLOOR PLANS FOR
LOCATION.
PLAN VIEW
6" INLET
FLOW
4" VENT
CL
8'-6"6" OUTLET
FLOW
400 GALLON
STORAGE TANK
3" VENT (TYP)
NAMEPLATE INDICATING:
MFG: PARKUSA
(800) 256-8041
MODEL: SOCMP-4000
DATE MANUFACTURED
2" VENT
2" OIL SUCTION
W/CAMLOK & CAP
HATCHWAY SAFETY NET
AUTOMATIC OIL
STOP VALVE
2" ADJUSTABLE
OIL SKIMMER
OIL WATER INTERCEPTOR SCHEDULE
PLAN MARK MODEL NO.CAPACITY
USGal
OIL CAP.
US (GAL)
FLOW RATE
(GPM)
LENGTH
L1
WIDTH
W1
HEIGHT
H1
OS-1 SOCMP-4000 4000 2000 400 16'-0"8'-6"7'-0"
SPECIFICATIONS :
CONCRETE:CLASS I/II CONCRETE WITH DESIGN STRENGTH OF 4500 PSI AT
28 DAYS. UNIT IS OF MONOLITHIC CONSTRUCTION AT
FLOOR AND FIRST STAGE OF WALL WITH SECTIONAL
RISER TO REQUIRED DEPTH.
REINFORCEMENT:GRADE 60 REINFORCED WITH STEEL REBAR
CONFORMING TO ASTM A615 ON REQUIRED CENTERS OR
EQUAL.
C.I. CASTINGS:MANHOLE FRAMES, COVERS OR GRATES ARE MANUFACTURED
OF GRAY CAST IRON CONFORMING TO ASTM A48-76
CLASS 35. MANHOLE SHALL HAVE 24 INCH INSIDE
DIAMETER
ENGINEERING DATA :
INTERCEPTOR IS STRUCTURALLY AND HYDRAULICALLY ENGINEERED
CONFORMING TO FLORIDA PLUMBING CODE. NOMINAL CAPACITY AS INDICATED.
OIL/WATER INTERCEPTOR SHALL HAVE STATE APPROVAL (FAC) 64C-6.013
FLORIDA ADMINISTRATION CODE, FBC SECTION 1003.4 THRU 1003.4.2.2 AND
FLORIDA ADMINISTRATION CODE.
FIELD EXCAVATION AND PREPARATION SHALL BE COMPLETED PRIOR TO
DELIVERY OF INTERCEPTOR. USE DIMENSIONAL DATA AS SHOWN.
CONTRACTOR TO VERIFY SIZE AND LOCATION OF ALL OPENINGS AND VERIFY
FIELD CONDITIONS.
MANUFACTURER SHALL SUBMIT PERFORMANCE CALCULATIONS FOR OIL &
WATER SEPARATOR CERTIFIED AND SIGNED AND SEALED BY A LICENSED
PROFESSIONAL ENGINEER.
THE CONTRACTOR SHALL INSTALL CAST-IN PLACE LADDER RUNGS FOR THE
INSIDE STRUCTURE FACE OF THE OIL WATER SEPARATORS (IF REQUIRED DUE
TO DEPTH) IN ACCORDANCE WITH OSHA REQUIREMENTS.
HIGH
LEVEL
ALARM
12"
4"
12"
4"
24"
4"
CONCRETE COVER W/ REINF. RODS
FINISHED GRADE
MIN. 8" OR DEPTH
REQUIRED FOR
PROPER SLOPE.
SEE PLANS FOR
CONDENSATE
DRAIN PIPE SIZE &
LOCATION.
GROUT AT INLET
CONCRETE MARKER
COVER WITH SOD ONLY. DO
NOT COVER UNTIL AFTER
INSPECTION.
LIFTING RING
24" DIAMETER
CONCRETE PIPE
CRUSHED ROCK OR
GRAVEL
B
C
D
4321
A
DESIGNED BY:
DRAWN BY:
CHECKED BY:
DATE:
2017.259.01AVCON PROJECT N0.
REVISIONS:
SCALE:
ATTENTION:
THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY
INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
TREASURE COAST
INTERNATIONAL
AIRPORT
ENGINEERS & PLANNERS
WWW.AVCONINC.COM
5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779
OFFICE: (407) 599-1122 - FAX: (407) 599-1133
CORPORATE CERTIFICATE OF AUTHORIZATION NUMBER: 5057
668 N. Orlando Avenue
Suite 107
Maitland FL 3275
407.897.6764 ph
407.894.1338 fax
# AAC002208
www.mlm-martin.com
MLM#15620
SHEET NUMBER
FPR MRO HANGAR
APPROVED BY:
C O N S T R U C T I O N D O C U M E N T S
ZEMP B. PEPPER, PE
STATE OF FLORIDA #41147
STATE OF FLORIDA SEAL
THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE INDIVIDUAL
NAMED BELOW, USING A DATED DIGITAL SIGNATURE IN THE SPACE BELOW, PER
FAC RULE 61G15-23.004. PRINTED COPIES OF THIS DOCUMENT ARE NOT
CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON
ANY ELECTRONIC COPIES.
P504
K DEHAAN
K DEHAAN
Z PEPPER
MARCH 2019
PLUMBING
DETAILS
Z PEPPER
THE OIL WATER SEPARATOR SHALL BE BID AS LUMP SUM AND
SHALL INCLUDE FURNISHING ALL LABOR, MATERIAL,
EQUIPMENT, AND APPLIANCES NECESSARY TO COMPLETE
THE WORK AS INDICATED ON THE BID DOCUMENTS AND AS
SPECIFIED. REFERENCE BID PAY ITEM 22 00 00-4.
NO.DATE DESCRIPTION
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NF
NEW PENDANT MOUNT LED FIXTURE NEW ROUND LED RECESSED CAN LIGHT NEW 1 X LED FIXTURE, LENGTH VARIESNEW 2X4 LED CEILING MOUNT FIXTURE NEW LED BATTERY BACK ED EMERGENCY LIGHT UNIVERSAL MOUNTING LED EXIT LIGHTS, SINGLE AND DOUBLE FACED, ARROWS SHOWN ON FLOOR PLANS SINGLE POLE SWITCH (UNLESS NOTED BY SUBSCRIPT)(2) DOUBLE POLE (3) 3-WAY (4) 4-WAY (E) EMERGENCY SWITCH (K) KEY OPERATED (T) SINGLE PHASE MOTOR STARTING SWITCH (EP) EXPLOSION PROOF (WP) WEATHER PROOF (M) MOTOR RATED SWITCHLOWER CASE SUBSCRIPTS INDICATE OUTLET CONTROLLED DIGITAL DIMMER SWITCHSDDIGITAL SWITCH (UNLESS NOTED BY SUBSCRIPT)(OS) OCCUPANCY SENSOR (101) 1-BUTTON SWITCH (102) 2-BUTTON SWITCH (104) 4-BUTTON SWITCH (105) 5-BUTTON SWITCH (108) 8-BUTTON SWITCH D CEILING MOUNTED OCCUPANCY SENSORDM ELECTRIC MAGNETIC SWITCH EPC-A EMERGENCY POWER CONTROL UNIT
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E104K BEALLER K BEALLER S DAY MARCH 2019AREA C &ENLARGED ELECTRICAL LAYOUTS S DAY
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UNLESS NOTED OTHERWISE, ALL ELECTRICAL DEPICTED ON THIS DRAWING ARE INCLUDED IN THE PAY ITEM 13 34 00-1, "PRE-ENGINEERED METAL BUILDING INCLUDING STRUCTURAL FOUNDATIONS (28,500 SF HANGA R WITH 3,000 S F LEAN-TO OFFICE) - COMPLETE".BASIS OF PAYMENT GENERAL NOTE:8
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E105K BEALLER K BEALLER S DAY MARCH 2019ENLARGEDELECTRICALLAYOUTS DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E106K BEALLER K BEALLER S DAY MARCH 2019REMOTE FIRE PUMP BUILDING ELECTRICAL LAYOUT S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E204K BEALLER K BEALLER S DAY MARCH 2019AREA C &ENLARGED LIGHTING LAYOUTS S DAY
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OFFICE AND UTILITY AREA'S ARE SWITCHED WITH A COMBINATION OCCUPANCY SENSOR / DIGITAL SWITCH.'E' FIXTURE LIGTHS ARE BATTEY BACKED A ND CIRCUITED BEFORE SWITCH LEG.DASHED LINE TYPE DESIGNATES THE LOW VOLTAGE LIGHTING CONTROL WIRING.LIGHTING GENERAL NOTES:A.B.C.NO.
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E221K BEALLER K BEALLER S DAY MARCH 2019SITE LIGHTING PHOTOMETRIC S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E222K BEALLER K BEALLER S DAY MARCH 2019LIGHTINGPHOTOMETRICLAYOUT - AREA A S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E223K BEALLER K BEALLER S DAY MARCH 2019LIGHTINGPHOTOMETRICLAYOUT - AREA B S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E224K BEALLER K BEALLER S DAY MARCH 2019LIGHTINGPHOTOMETRICLAYOUT - AREA C & ENLARGED S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E231K BEALLER K BEALLER Checker MARCH 2019EMERGENCY SITE LIGHTING PHOTOMETRIC S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E232K BEALLER K BEALLER Checker MARCH 2019EMERGENCYHANGAR LTG PHOTOMETRIC S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E300K BEALLER K BEALLER S DAY MARCH 2019SYSTEMSGENERAL NOTES & SYMBOL LEGEND S DAYNO.
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E301K BEALLER K BEALLER Checker MARCH 2019SYSTEMTECHNOLOGYLAYOUT -AREA A & B S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E401K BEALLER K BEALLER S DAY MARCH 2019FIRE ALARM LAYOUT AREA A S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E402K BEALLER K BEALLER S DAY MARCH 2019FIRE ALARM LAYOUT AREA B S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E521K BEALLER K BEALLER S DAY MARCH 2019LIGHTNINGPROTECTION &GROUNDING LAYOUT S DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E601K BEALLER K BEALLER S DAY MARCH 2019ELECTRICALRISER DIAGRAM S DAY
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T
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N
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C
T
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D
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AD
1
2
7
.
8
0
1
5
3
.
7
2
EQ
U
I
P
M
E
N
T
L
O
A
D
8
4
.
5
4
T
O
T
A
L
D
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M
A
N
D
L
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A
D
8
8
.
5
3
1
0
6
.
4
9
NE
C
L
O
A
D
C
A
L
C
U
L
A
T
I
O
N
S
:
NO
N
-
C
O
N
T
I
N
O
U
S
L
O
A
D
S
:
CONNECTED LOAD (kVA)DEMAND LOAD (kVA)
RE
C
E
P
T
A
C
L
E
S
:
N
E
C
2
2
0
.
4
4
C
O
N
N
E
C
T
E
D
L
O
A
D
:
17.64
k
V
A
1
S
T
1
0
k
V
A
@
1
0
0
%
:
10.00
k
V
A
L
O
A
D
O
V
E
R
1
0
k
V
A
@
5
0
%
:
7.64
k
V
A
50% OF LOAD O VER 10 kVA=3.82
k
V
A
TO
T
A
L
R
E
C
E
P
T
A
C
L
E
L
O
A
D
:
13.82
k
V
A
1
7
.
6
4
1
3
.
8
2
CO
N
T
I
N
O
U
S
L
I
G
H
T
I
N
G
L
O
A
D
S
:
IN
T
E
R
I
O
R
/
E
X
T
E
R
I
O
R
L
I
G
H
T
I
N
G
:
N
E
C
2
2
0
.
4
2
C
O
N
N
E
C
T
E
D
L
O
A
D
:
31.59
k
V
A
DEMAND FACTOR FOR HANAGR = 125%7.90
k
V
A
TO
T
A
L
L
I
G
H
T
I
N
G
L
O
A
D
:
39.49
k
V
A
3
1
.
5
9
3
9
.
4
9
EQ
U
I
P
M
E
N
T
M
O
T
O
R
L
O
A
D
S
:
MO
T
O
R
L
O
A
D
S
:
N
E
C
4
3
0
.
2
4
C
O
N
N
E
C
T
E
D
L
O
A
D
:
81.46
k
V
A
L
A
R
G
E
S
T
M
O
T
O
R
C
O
N
N
E
C
T
E
D
L
O
A
D
:
28.59
k
V
A
DEMAND FACTOR FOR LARGEST MOTOR = 125%7.15
k
V
A
-21.44
TO
T
A
L
R
E
C
E
P
T
A
C
L
E
L
O
A
D
:
88.61
k
V
A
8
1
.
4
6
8
8
.
6
1
NO
N
-
C
O
N
T
I
N
O
U
S
L
O
A
D
S
:
HA
N
G
A
R
E
Q
U
I
P
M
E
N
T
R
E
C
E
P
T
A
C
L
E
S
:
C
O
N
N
E
C
T
E
D
L
O
A
D
:
167.33
k
V
A
DE
M
A
N
D
F
A
C
T
O
R
F
O
R
H
A
N
G
A
R
E
Q
U
I
P
M
E
N
T
=
5
0
%
83.67
k
V
A
TO
T
A
L
R
E
C
E
P
T
A
C
L
E
L
O
A
D
:
83.67
k
V
A
1
6
7
.
3
3
8
3
.
6
7
NO
N
-
C
O
I
N
C
I
D
E
N
T
H
V
A
C
L
O
A
D
S
:
HV
A
C
L
O
A
D
S
:
N
E
C
2
2
0
.
6
0
H
E
A
T
I
N
G
L
O
A
D
:
0.00
k
V
A
C
O
O
L
I
N
G
L
O
A
D
:
21.75
k
V
A
L
A
R
G
E
R
O
F
T
H
E
T
W
O
L
O
A
D
S
:
21.75
k
V
A
HE
A
T
I
N
G
&
A
/
C
L
O
A
D
S
:
N
E
C
2
2
0
.
8
2
(
C
)
A
/
C
D
E
M
A
N
D
w
/
H
E
A
T
=
1
0
0
%
0.00
k
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A
A
/
C
D
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M
A
N
D
w
/
N
O
H
E
A
T
=
1
0
0
%
0.00
k
V
A
TO
T
A
L
H
E
A
T
I
N
G
&
A
/
C
L
O
A
D
S
0.00
k
V
A
TO
T
A
L
H
V
A
C
L
O
A
D
:
21.75
k
V
A
2
1
.
7
5
2
1
.
7
5
NO
N
-
C
O
N
T
I
N
O
U
S
E
Q
U
I
P
M
E
N
T
L
O
A
D
S
:
MI
S
C
.
E
Q
U
I
P
M
E
N
T
:
C
O
N
N
E
C
T
E
D
L
O
A
D
:
87.05
k
V
A
DEMAND FACTOR FOR HANAGR 21.39
k
V
A
TO
T
A
L
M
I
S
C
E
Q
U
I
P
M
E
N
T
L
O
A
D
:
65.66
k
V
A
8
7
.
0
5
6
5
.
6
6
TO
T
A
L
L
O
A
D
F
O
R
F
P
R
_
M
R
O
H
A
N
A
G
R
:
406.82
3
1
2
.
9
9
TOTAL CONNECTED LOAD:406.82
k
V
A
4
8
9
.
3
4
A
M
P
S
TOTAL DEMAND LOAD:312.99
k
V
A
3
7
6
.
4
8
A
M
P
S
PA
N
E
L
:
TX
-
1
TR
A
N
S
F
O
R
M
E
R
S
I
Z
E
:
22
5
k
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A
AI
C
R
A
T
I
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G
:
35
,
0
0
0
FE
D
F
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M
:
P
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L
M
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F
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M
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R
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:
G
E
N
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L
P
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LO
C
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N
:
EL
E
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A
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#
1
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NE
M
A
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:
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POWER PANEL 208Y/120VLPP11_4 "(MIN.)3"(MIN.)GENERAL NOTES 1.
P
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A
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BLACK FOREGROUND 2.
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APPROVED SELF ADHESIVE MATERIALS.3.
E
D
G
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ACCOMMODATE SPECIFIED INFORMATION.PANEL TYPES:MAIN DISTRIBUTION PANEL BRANCH DISTRIBUTION PANEL POWER PANEL LIGHTING PANEL EMERGENCY PANEL TRANSFORMERPANEL TYPE PANEL NAME HOLES FOR RIVET MOUNTING (WHEN SPECIFIED)OPERATING VOLTAGE*TEXT CENTERED ON PLACARD
BCD
4
3
2
1
A
DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E701K BEALLER K BEALLER S DAY MARCH 2019ELECTRICALPANELSCHEDULESS DAYNO.
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E702K BEALLER K BEALLER S DAY MARCH 2019ELECTRICALPANELSCHEDULESS DAY
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E703K BEALLER K BEALLER S DAY MARCH 2019ELECTRICALPANELSCHEDULESS DAYNO.
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DESIGNED BY:DRAWN BY:CHECKED BY:DATE:2017.259.01 AVCON PROJECT N0.REVISIONS:SCALE:ATTENTION:THIS DOCUMENT CONTAINS PRIVILEGED AND PROPRIETARY INFORMATION, ALL OF WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,FOR USE BY THE INTENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.WITHOUT THE EXPRESS WRITTEN CONSENT OF AVCON, INC. ANY DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN WHOLE OR IN PART, IS STRICTLY PROHIBITEDTREASURE COAST INTERNATIONAL AIRPORTENGINEERS & PLANNERS WWW.AVCONINC.COM5555 E. MICHIGAN ST., SUITE 200 - ORLANDO, FL 32822-2779 OFFICE: (407) 599-1122 - FAX: (407) 599-1133 CORPORATE CERTIFICATE OF A UTHORIZATION NUMBER: 5057 668 N. Orlando Avenue Suite 107 Maitland FL 3275 407.897.6764 ph 407.894.1338 fax # AAC002208www.mlm-martin.com MLM#15620 SHEET NUMBERFPR MRO HANGAR APPROVED BY:CONSTRUCTION DOCUMENTSSTATE OF FLORIDA SEAL SEAN DAY, PE STATE OF FLORIDA #80296THIS ITEM HAS BEEN ELECTRONICALLY SIGNED AND SEALED BY THE IND IVIDUAL NAMED BELOW, USING A DATED DIGIT AL SIGNATURE IN THE SPACE BELOW , PER FAC RULE 61G15-23.004. PRINTED C OPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES.E805K BEALLER K BEALLER S DAY MARCH 2019SECURITY PACS DETAILS S DAY
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