HomeMy WebLinkAboutBUILDING PLAN PAGE 29-43• r f- ! ! t w r i• ••
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FABRICATING,14. 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,
OR COMMENCINGWORK.• •' SHALL SUBMIT REQUEST
FOR •N IN WRITING TO THE STRUCTURAL• OF
RECORD IMMEDIATELY UPON DISCOVERY OF NEED AND 15 DAYS PRIOR
TO INITIAL LEAD TIME DATE. THE SUBSTITUTION REQUEST SHALL BE
SIGNED/DATED • r INCLUDE,f •
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
D. A STATEMENT OF ITEM'S COMPLIANCE WITH THE FLORIDA BUILDING CODE
E. A STATEMENT OF ITEMS COMPATIBILITY WITH OTHER PORTIONS OF
•'
15. THE GENERAL CONTRACTOR SHALL MAINTAIN, IN GOOD ORDER WITH ALL
CHANGES RECORDED OCCUR Dr i
COLLECTIVEBUILT DRAWINGS AT THE SITE FOR THE OWNER CONSISTING OF ONE
O OF • •l L
1
A. ALL DRAWINGS
B. ALL SPECIFICATIONS
C. ALLADDENDA
D. ALL APPROVED •' DRAWINGS
E. ALL APPROVED SETTING DRAWINGS
SHALLF. ALL CHANGE ORDERS AND OTHER MODIFICATIONS
THESE BE AVAILABLE TO THE ARCHITECT OF Y •r•
• !ri • • • i r ■•IN
♦ ♦ r
AND ENGINEER OF RECORD, FOR PREPARATION OF THE RECORD
DRAWI1JGS.
- i- •- ■• ! •r • 1 • - • •'
DESIGN LOADS
i/
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
lLTtl rlr7.7xr9[•? ��r7GtiJ�1
A. ULTIMATE WIND SPEED (Vult) 160 MPH
B. NOMINAL WIND SPEED (Vasil) 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
LOCATION
ZONE
- _
--
A < 25
25 < A < 50
50 < A < 100
100 < A < 200 200 < A < 500
> A 500
1
+ 30, - 72
+ 27, - 70
+ 25, - 68
.........
+ 24, - 66 + 24, - 66
_. ... -
+ 24, - 66
2
+ 30, - 121
+ 27, --104
+ 25, - 91
+ 24, - 79 1 + 24, - 79
+ 24, 79
ROOF
2 O
115
- 113
111
109 1- 96
- 79
+ 25, - 110
3
+ 30, - 182
+ 27, - 141
+ 24, - 79 + 24, - 79
+ 24, - 79
3-0
182
- 134
- 97
- 60 - 60
- 60
4
+ 66, - 72
+ 63, - 68
+ 60, - 65
+ 57, - 62 + 54, 59
+ 50, - 55
WALLS
5 j
+ 66, - 88
+ 63, - 81
(+ 60, - 75 + 57, - 69 l + 54, - 63 + 50,- 55
NOTES.
1 EFFECTIVE WIND AREA IS SUCH AS DEFINED BY ASCE 7.
2. 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 (Vasil), MULTIPLY THE ABOVE VALUES BY 0.6.
3. POSITIVE (+) WIND PRESSURE INDICATES TOWARDS THE SURFACE, NEGATIVE (-} WIND
PRESSURE INDICATES AWAY FROM THE SURFACE.
4. "1 INDICATES OVERHANG WIND PRESSURE.
5. a = 15'-0"
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SCANNED
By
StLU eCogf/
AdOD
19o7-055
REVIEWED F
CODE COMPLI
STI LUCIE C09
OCC
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. MICHI AN ST., SUIT, 200 OR11ND0F1 -33_?-''-779
OFFIC F: (107) 59911 v2 - FAX. (197) 577 1 l03
CORPORA IT `R'11FICA?r, OF ACR IORIIA] ION NUMBFR:;057
.vww-avwninccmn
668 N. Od.& Av
Sw1 107
Midun4 IT, 32751
407.897.67M ph
47.894.1338 6¢
TREASURE COAST
INTERNATIONAL
AIRPORT
,�a11111114t4i����
i
LUCA UELWWI ,�P'E.
Florida License No. 63055
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
Oojul# !,
REVISIONS:
DESCRIPTIONNO. DATE BY
2 1 01/18/2019 JDS ADDENDUM 3
3 02/19/2019 JDS PERMIT RFViI
= DATE:
AVCON PROJECT NO
C/)
AJM
AJM
JDS
LDV
JULY 2019
CAST -IN -PLACE CONCRETE
COLD -FORMED STEEL:
GEOTECHNICAL
1.
ALL CAST -IN -PLACE CONCRETE WORK SHALL BE IN ACCORDANCE WITH
1. ALL COLD FORMED STEEL WORK SHALL BE IN ACCORDANCE WITH THE MOST
1.
REFER TO THE LATEST EDITION OF THE GEOTECHNICAL REPORT
THE MOST RECENT PRINTING/ERRATA OF ACI 318 14 °BUILDING CODE
REQUIREMENTS FOR STRUCTURAL CONCRETE' AND ACI 301-10
RECENT PRINTING/ERRATA OF AISI S100-16 'NORTH AMERICAN SPECIFICATION
FOR RECOMMENDATIONS AND INSTALLATION PROCEDURES. SITE
SPECIFICATION FOR STRUCTURAL CONCRETE'.
FOR THE DESIGN OF COLD -FORMED STEEL STRUCTURAL MEMBERS' AND AISI
PREPARATION AND FOUNDATION INSTALLATION SHALL COMPLY
S202-15'CODE OF STANDARD PRACTICE FOR COLD -FORMED STEEL
WITH:
2.
STRUCTURAL CONCRETE MIX DESIGNS SHALL BE AN APPROVED
STRUCTURAL FRAMING'. SECTION PROPERTY REQUIREMENTS SHALL CONFORM
COMMERCIAL MIX OF PLASTIC AND WORKABLE CONSISTENCY AT TIME OF
TO THE MINIMUM AS IDENTIFIED BY THE MOST RECENT PRINTING/ERRATA OF THE
A. REPORT No. 18-151
PLACEMENT CONFORMING TO THE MINIMUM REQUIREMENTS PER THE
STEEL STUD MANUFACTURERS ASSOCIATION (SSMA) PRODUCT TECHNICAL
B. PREPARED BY: ANDERSEN ANDRE CONSULTING ENGINEERS, IN
CONCRETE MIX DESIGN SCHEDULE.
GUIDE.
C. TITLED: GEOTECHNICAL ENGINEERING EVALUATION TREASURE
COAST INTERNATIONAL AIRPORT MRO HANGAR PROJECT, ST.
3.
SUBMIT MIX DESIGN FOR ENGINEER'S APPROVAL FOR EACH CLASS WITH
2. DELEGATED ENGINEER: SUBMIT SIGNED AND SEALED DETAILED DRAWINGS AND
LUCIE COUNTY, FLORIDA
SPECIFIC LOCATION OF PLACEMENT INDICATED NO LATER THAN TWO
CALCULATIONS PREPARED UNDER THE SUPERVISION OF A FLORIDA
D. DATED: MAY 8, 2018
WEEKS PRIOR TO SECURING CONCRETE MATERIALS. EACH MIX DESIGN
PROFESSIONAL ENGINEER FOR ARCHITECT/ENGINEER REVIEW FOR ALL COLD -
SHALL INCLUDE TESTED, STATISTICAL BACK-UP DATA AS PER ACI 301. ALL
FORMED STEEL FRAMING, COMPONENTS, ATTACHMENTS, FASTENERS,
2.
NO CONCRETE SHALL BE PLACED IN WATER. CONTRACTOR
MIXES SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C33 FOR
CLOSURES, HARDWARE, ETC. FABRICATION OF FRAMING SHALL NOT BEGIN
SHALL SAFEGUARD AND PROTECT ALL EXCAVATIONS AND SHALL
COURSE AGGREGATE, UNO.
UNTIL THE SHOP DRAWINGS AND CALCULATIONS HAVE BEEN REVIEWED AND
KEEP THEM FREE OF WATER. GROUND WATER MUST BE
RETURNED APPROVED. EXTERIOR AND INTERIOR LOAD BEARING COLD -FORMED
MAINTAINED AT A MINIMUM OF 2 FT. BELOW BOTTOM OF
4
CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF ASTM
STEEL MEMBERS SHALL BE AS PER THE MINIMUM SIZES SHOWN ON PLAN AND
EXCAVATION AT ALL TIMES DURING CONSTRUCTION.
C94 FOR MEASURING, MIXING, TRANSPORTING, ETC, CONCRETE BATCH
DETAILS (WHERE NOTED). REFER TO CONTRACT SPECIFICATIONS FOR
TICKET SHALL BE TIME STAMPED WHEN CONCRETE I5 BATCHED. ALL
APPROVED SUPPLIERS. DRAWINGS AND CALCULATIONS SHALL INCLUDE, BUT
3,
LOCATE ALL EXISTING UTILITIES IN THE CONSTRUCTION AREA
CONCRETE MIXES USING MAXIMUM COURSE AGGREGATE SIZE OF 3/8"
ARE NOT LIMITED TO THE FOLLOWING:
PRIOR TO EXCAVATION AND AVOID DAMAGE TO THEM.
(PEAROCK) SHALL CONFORM TO THE REQUIREMENTS OF ASTM C89 AND
CONTRACTOR SHALL BE RESPONSIBLE FOR REPAIR OF ANY AND
SHALL BE CONTINUOUSLY PLACED TO NOT EXCEED 50 LINEAR FEET,
A. ENGINEERING ANALYSIS SHOWING LOCATION, SPAN, PITCH, CAMBER, LOADING,
ALL DAMAGED UTILITIES CAUSED IN CONSTRUCTION TO THE
BEARING CONDITIONS, CONNECTIONS, MEMBER SIZES, PROPERTIES, ANY YIELD
SATISFACTION OF THE LOCAL BUILDING OFFICIALS AND/OR
5.
PLACE AND CURE CONCRETE IN ACCORDANCE WITH ACI STANDARDS AND
STRENGTH, MEMBER STRESSES, DEFLECTIONS FOR EACH DIFFERENT ELEMENT
OWNER.
SPECIFICATIONS. DISCARD CONCRETE EXCEEDING 1-1/2 HOURS FROM
TYPE, CONFIGURATION, SPACING AND LAYOUT BASED ON DESIGN LOADS
THE TIME THE MIXING WATER IS ADDED AT THE BATCH PLANT UNTIL THE
LISTED ON THE DRAWINGS
4.
BACKFILLING AGAINST FOUNDATION WALLS SHALL NOT BE DONE
CONCRETE IS DEPOSITED IN ITS FINAL POSITION.
B. ALL BRIDGING AND BRACING FOR DIAPHRAGM ACTION, CONSTRUCTION LOADS,
UNTIL WALL HAS BEEN CURED TO A SUFFICIENT STRENGTH (7
AND ALL OTHERS, TEMPORARY AND PERMANENT LOADS.
DAYS MINIMUM), AND WALLS ARE PROPERLY SHORED OR
6.
A CERTIFIED TESTING AGENT SHALL PERFORM INDUSTRY STANDARD
C. ALL STUD TO TRACK CONNECTIONS, CLIPS, FASTENERS, BRIDGING AND
BRACED, USE MECHANICAL TAMPERS OR OTHER APPROVED
TESTS SUCH AS BUT NOT LIMITED TO SLUMP, CYLINDER AND PRISM
RELATED ACCESSORIES TO BE DESIGNED AND DETAILED FOR ALL LOADING
HAND TAMPERS WITHIN FIVE FEET OF THE PERIMETER FOR ALL
!
COMPRESSIVE BREAKS, UNIT WEIGHT, ETC. SLUMP TEST SAMPLES SHALL
CONDITIONS INCLUDING NET WIND PRESSURES AND REACTIONS.
CONCRETE STRUCTURES AND BURIED STRUCTURES TO WITHIN
BE TAKEN AT DISCHARGE POINTS OF CONCRETE PER ASTM C143
D. NOTE ANY PROPOSED TRUSS LAYOUT CHANGES THAT WOULD EFFECT THE
18 INCH COVERAGE.
STANDARD TEST METHOD FOR SLUMP OF PORTLAND CEMENT
LOCATION OF BEARING WALLS OR FOUNDATION DESIGN OR CONSTRUCTION.
CONCRETE." WHERE NOT SPECIFIED IN THE SPECIFICATIONS, COLLECT
E. COLD -FORMED STEEL FRAMING SYSTEM PROVIDING CONTINUOUS LOAD PATH
5.
CENTER ALL FOOTINGS UNDER THEIR RESPECTIVE COLUMNS OR
AND TEST 4 CYLINDER SETS FOR EACH COMPRESSIVE STRENGTH TEST
TO STRUCTURE.
WALLS WITHIN t2°', UNO.
IN CONFORMANCE WITH ASTM C39 "STANDARD TEST METHOD FOR
COMPRESSIVE STRENGTH OF CYLINDRICAL CONCRETE SPECIMENS."
3. MATERIAL SPECIFICATION: UNLESS OTHERWISE NOTED, COLD -FORMED STEEL
6.
COORDINATE BURIED PLUMBING AND OTHER UTILITY LINES WITH
EACH SET OF CYLINDERS CONSIST OF ONE FIELD CURED SET OF
FRAMING MATERIALS SHALL CONFORM TO ASTM C955 AND SHALL HAVE A
FOOTING LOCATIONS FOR INTERFERENCE AS PER THE TYPICAL
CYLINDERS AND ONE LABORATORY CURED SET OF CYLINDERS. TESTS
MINIMUM YIELD STRENGTH OF 50,000 PSI (16 GAGE AND HEAVIER) AND YIELD
CONDUIT PENETRATION AT FOOTING DETAIL. WITH PRIOR
SHALL BE CONDUCTED FOR EACH GLASS AND EACH DAY PLACED AT A
STRESS OF 33,000 PSI (18 GAGE AND LIGHTER). MEMBERS SHALL BE
WRITTEN APPROVAL OF THE ENGINEER OF RECORD, WALL
FREQUENCY OF EVERY 50 CUBIC YARDS. BREAK ONE SET OF CYLINDERS
MANUFACTURED OF SHEET STEEL IN ACCORDANCE WITH ASTM A653 AND
FOOTINGS MAY BE STEPPED AND ISOLATED COLUMN FOOTINGS
AT 7 DAYS, 1 SET AT 28 DAYS, AND HOLD 2 SETS IN RESERVE. BREAK
ASTM 525, G60 OR G90 GALVANIZED FINISH.
MAY BE DROPPED AS IN ACCORDANCE WITH THE TYPICAL WALL
RESERVE CYLINDERS AS DIRECT BY ENGINEER. AGENT SHALL SUBMIT
4. FRAMING: FRAMING MEMBERS SHALL BE CUT SQUARELY OR AT AN ANGLE AS
STEP FOOTING DETAIL.
REPORTS TO THE ENGINEER WITHIN FIVE WORKING DAYS OF TEST
REQUIRED TO FIT SQUARELY AGAINST ABUTTING MEMBERS. MEMBERS SHALL
7.
EXCAVATING UNDER OR NEAR IN -PLACE FOUNDATIONS WHICH
RESULTS.
BE HELD FIRMLY IN PLACE UNTIL PROPERLY JOINED. STUDS SHALL SIT
DISTURBS THE COMPACTED SOIL BENEATH SHALL NOT BE
7.
ANY DEVIATION OR ADDITION OF CONSTRUCTION JOINTS FROM THOSE
SQUARELY IN THE TOP AND BOTTOM RUNNER TRACK WITH FIRM ABUTMENT
PERMITTED. TRENCH EXCAVATIONS WITHIN THE 45 DEGREE
SHOWN ON PLANS MUST BE SUBMITTED 1N THE CONCRETE ERECTION OR
AGAINST TRACK WEBS. STUDS SHALL BE ALIGNED OR PLUMBED AND
LOAD INFLUENCE WIDTH ALONG FOUNDATIONS ARE PROHIBITED,
REINFORCING STEEL SHOP DRAWINGS FOR ENGINEER'S APPROVAL.
SECURELY FASTENED TO THE FLANGES OF BOTH TOP AND BOTTOM RUNNER
TRACK. DO NOT SPLICE MEMBERS UNO.
8.
CONSTRUCTION JOINTS IN CONTINUOUS FOOTINGS SHALL
8.
CONTRACTOR SHALL COORDINATE ALL TRADES FOR INSTALLATION OF
5.
TERMINATE IN A VERTICAL CONCRETE FACE WITH A HORIZONTAL
ALL BUILT-IN WORK, SLEEVES, INSERTS, ETC. AS REQUIRED FOR THE
CONNECTIONS: JOINING OF STRUCTURAL MEMBERS SHALL BE MADE WITH
FORMED KEYWAY (2x4). CONTINUE REINFORCING THROUGH THE
COMPLETION OF CONSTRUCTION,
METAL SCREWS OR WELDING. WIRE TYING OF FRAMING MEMBERS IN
CONSTRUCTION JOINT.
STRUCTURAL APPLICATIONS SHALL NOT BE PERMITTED. ATTACHMENT OF
9.
ER
ALL CORNERS AND EDGES OF PERMANENTLY EXPOSED CONCRETE
COLLATERAL MATERIALS TO STEEL MEMBERS SHALL BE MADE WITH SELF-
9.
SECURE ALL WALL AND COLUMNS DOWELS, ANCHOR RODS, AND
SHALL BE CHAMFER, UNO.
DRILLING METAL SCREWS OR HARDENED SCREW SHANK NAILS. METAL LATH
OTHER EMBEDDED COMPONENTS INTO PROPER PLACE WITHIN
MAY ALSO BE CONNECTED TO STEEL BY STAPLES OR OTHER FASTENERS, IF
FOOTINGS. DO NOT WET -SET THEM INTO NEWLY POURED
10.
ALL STRUCTURAL SLABS AND FLAT HORIZONTAL SURFACES TO REMAIN
APPROVED BY THE FLORIDA BUILDING CODE.
CONCRETE.
EXPOSED TO WEATHER THROUGHOUT ITS LIFETIME SHALL BE TREATED
A. METAL SCREWS: METAL SCREWS SHALL BE MINIMUM #12 SELF -DRILLING AND
SHALLOW FOUNDATIONS
WITH A CLEAR NON-FLAMMABLE PENETRATING SILANE SEALER. PREPARE
SELF -TAPPING UNO. METAL SCREWS SHALL BE CADMIUM PLATED FOR ALL
CONCRETE SURFACES AND APPLY SEALER IN ACCORDANCE WITH THE
EXTERIOR USES.
1.
SHALLOW FOUNDATION DESIGN IS BASED ON AN ALLOWABLE
MANUFACTURER'S INSTRUCTIONS.
B. WELDING: WELDING SHALL BE IN ACCORDANCE WITH AWS D1.3 USING E70
SOIL BEARING PRESSURE OF 2500 PSF AS PER THE
11.
REINFORCING STEEL: REINFORCING STEEL SHALL BE ASTM A615 GRADE
ELECTRODES. ALL WELDS SHALL BE TREATED WITH A ZINC -RICH PROTECTIVE
REFERENCED GEOTECHNICAL REPORT.
60 DEFORMED BARS AND WELDED WIRE FABRIC SHALL CONFORM TO
PAINT FOR CORROSION RESISTANCE.
2.
VERIFICATION THAT THE COMPACTION REQUIREMENTS HAVE
ASTM A185, FREE FROM OIL, SCALE AND RUST AND PLACED IN
6. DEFLECTION CRITERIA:
BEEN MET SHALL BE MADE BY THE GEOTECHNICAL
ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING
CONSULTANT PRIOR TO PLACING FOUNDATIONS AND SLABS.
DETAILS OF ACI MANUAL OF STANDARD PRACTICE AND THE PROJECT
A. EXTERIOR WALLS: Ll240 FOR BRITTLE FINISHES (OUT -OF -PLANE BENDING)
LOCATIONS FAILING TO MEET THE REQUIREMENTS SHALL BE
SPECIFICATIONS, SUBMIT REINFORCING SHOP DRAWINGS AND OBTAIN
B. EXTERIOR WALLS: H/180 FOR BRITTLE FINISHES (DRIFT)
RECOMPACTED AND RETESTED AT THE CONTRACTORS
ENGINEER'S APPROVAL PRIOR TO SECURING MATERIAL AND COMMENCING
C. VERTICAL DEFLECTIONS SHALL BE IN ACCORDANCE WITH THE APPLICABLE
EXPENSE AND AS DIRECTED BY THE GEOTECHNICAL
FABRICATION.
BUILDING CODE.
CONSULTANT. 6
'. 12,
PROVIDE CONCRETE COVER OVER REINFORCEMENT PER THE CONCRETE
HELICAL PILES
COVER SCHEDULE, UNO.
1.
HELICAL PILES SHALL BE DESIGNED FOR GRAVITY, UPLIFT, AND 7
v 13.
PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF ALL TOP BARS.
LATERAL LOADS AS IDENTIFIED ON THE'HELICAL PILE REACTION
SCHEDULE'. HELICAL PILES SHALL BE MINIMUM 2.875" OUTSIDE
j 14.
PROVIDE 48xBAR DIAMETER FOR ALL LAP SPLICES IN FOUNDATIONS AND
DIAMETER AND MINIMUM 6"x6" TOP PLATE.
WHERE SPECIFIED ELSEWHERE IN THE PLANS. LAP WELDED WIRE FABRIC
SHEETS WITH ONE SPACE PLUS TWO INCHES.
2.
THE MANUFACTURER SHALL PREPARE DETAILED HELICAL ANCHOR
SHOP DRAWINGS AND CALCULATIONS UNDER THE DIRECT
15.
PROVIDE CONTINUOUS REINFORCING OR STAGGER SPLICES WHERE
SUPERVISION OF A DELEGATED ENGINEER LICENSED IN THE STATE
POSSIBLE. DO NOT EXCEED 3" CENTER -TO -CENTER BAR SPACING OF
FLORIDA. THE SHOP DRAWINGS AND CALCULATIONS SHALL BE
SPLICED REINFORCING AND LOCATE SPLICE REINFORCING IN THE SAME
SIGNED AND SEALED BY THE DELEGATED ENGINEER. SUBMIT SHOP
PLANE WITH RESPECT TO THE CONCRETE ELEMENT'S CLEAR CONCRETE
DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TO
SURFACE.
FABRICATION, SHOP DRAWING SUBMITTAL SHALL INCLUDE DESIGN
LOADING, LAYOUT, COMPONENT DESIGNATION, AND PERTINENT
BAR SIZE 3000 PSI 4,000 PSI AND GREATER
SECTIONS AND DETAILS.
A. #6 AND SMALLER 58xBAR DIA 48xBAR DIA
B. #7 AND GREATER 72xBAR DIA 62xBAR DIA
3.
HELICAL PILE ALLOWABLE LOADS SHOWN HEREIN ARE ASSUMED
CONCRETE MIX DESIGN SCHEDULE:
APPLIED LOADS LIMITED BY THE FOOTING CAPACITY. NO
j
VERIFICATION OF FINAL PILE CAPACITY AND SPACING HAS BEEN
LOCATION 28-DAY STRENGTH SLUMP AGGREGATE SIZE
COMPLETED DURING THE DESIGN PHASE OF THE PROJECT. REFER
TO GEOTECHNICAL RECOMMENDATIONS FOR APPROXIMATE PILE
SLAB -ON -GRADE 3000 4" +- 1" 3/4"
EMBEDMENT. CONTRACTOR SHALL BID THE QUANTITIES SHOWN
FOUNDATIONS 3000 4"+- 1" 1°
AND PROVIDE A LINEAR FOOTAGE UNIT PRICE TO ACCOUNT FOR
ALLOWANCES.
CONCRETE COVER SCHEDULE:
LOCATION COVER
INTERIOR SLABS 3/4"
FOUNDATIONS 3"
REVIEWED
CODE COMPI
ST. LUCIE C(
BOCC
%z
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES,
r� r t
*-
INTERNATIONAL
AIRPORT
OELI
L
j{,�,�jC�•r �u�i
61A0.63055
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
SCALE: AS NOTED
REVISIONS:
NO.. DATE BY DESCRIPTION
2 11 02/19/2019 JDS PERMIT REVIEW COMMENTS
AJM
AJM
JDS
LDV
JULY 2019
SHEET Nt t . w
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19' 4"
19'
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19' - 4"
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18' 5 1 /2"
18, 5 1 /2" 18' - 5 1 /2" 18' - 5 1 /2"
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FOUNDATION PLAN NOTES:
1. REFER TO:
A. GENERAL NOTES: SHEET S0.0.1
B. FOUNDATION SCHEDULE: SHEETS3.0.3
C. HELICAL PILE REACTION SCHEDULE: SHEET S3.0.3
2, 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.
3, 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.
4, 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 SHEETS3.0.1
5. 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 S3.0.1
6, CIVIL PAVEMENT/TRENCH DRAIN: REFER TO CIVIL PLANS FOR
PAVEMENT STRUCTURE INCLUDING BUT NOT LIMITED TO
E JOINTING DETAILS ETC. CONCRETE. BASE SUBBASE, REFER
D/ TO ARCHITECTURAL AND/OR CIVIL DRAWINGS AND O
SPECIFICATIONS FOR TYPE, SECTIONS, EXTENT AND LOCATION
OF TRENCH DRAIN/BASIN.
7, 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 SHEETS3.0.1. 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
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
AND REPORT ANY DISCREPANCY T
SHOP DRAWINGS O THE
ARCHITECT OF RECORD IN WRITING FOR CLARIFICATION PRIOR
TO START OF CONSTRUCTION. REFER TO GENERAL NOTES
FOR MORE INFORMATION.
9. 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.
10. COLUMN BLOCKOUTS: REFER TO TYPICAL COLUMN BLOCKOUT
DETAIL 1 / S3.0.2
''" - 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 LOCATION OEVIE
MUST BE APPROVED BY THE ARCHITECT OF RECORD PRCODE
Cl
FINALIZING METAL BUILDING DRAWINGS. v
- INDICATES LOAD BEARING LIGHT GAUGE WALL WITH ST. LUC C
MATCHING TOP AND BOTTOM LIGHT GAUGE TRACK. REFER TO
COLD -FORMED STEEL GENERAL NOTES FOR MORE
A INFORMATION. REFER TO ARCH FOOR WALL STUD WIDTH. A
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AN
D
ND
SPECIFICATIONS COMPLY WITIi THE
APPLICABLE MINIMUM BUILDING CODES.
AVCtIN, INC.
ENGINEERS & PLANNERS
5555 E. MICHIGAN ST., SUI FE 200 - ORLANDO, FL 32822-2779
OFFICE(107) 599 11 9 FAX: (107) 599 1 I'19
CORPORATE C ERFIFICATE OF AUTIIORIJATION NUMBER: 5057
WwV.avconmc.com
6e8 N.Od.do A.
since tin
:Nudaod, FL 3T/81
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No 630
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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. o u osE.
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
1
REVISIONS:
NO.
DATE BY
DESCRIPTION
—
41111/24. :
ADDEN.D 2
2
02/19/2019 JDS
I PERMIT REVIEW COMMEP
3
07/0812019
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CONT COLD -FORMED JOISTS
SEE PLAN NOTE 4
HANGAR INTERIOR CEILING
1 /8" = 1'-0"
19'-4" 1 19'-41'
19
FRAMING PLAN NOTES:
1. REFER TO:
A. GENERAL NOTES: SHEET S0.0.1
B. COLD -FORMED FRAMING DETAILS S4.0.1
2. 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.
3. 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.
4. MINIMUM: COLD -FORMED CEILING WITH (1)-5/8" GYPSUM
SHEATHING BOTTOM FACE AND (1)-5/8" GYPSUM SHEATHING TOP
FACE. JOISTS ARE 120OS-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.
5. MINIMUM: COLD -FORMED WALL WITH (1)-5/8" GYPSUM SHEATHING
EXTERIOR FACE AND (1)-5/8" GYPSUM SHEATHING INTERIOR
FACE. STUDS ARE 60OS-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.
6. TOP OF WALL ELEVATION AT 11'-0" LINO,
CODE
ST. Ll
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. MICHIGAN ST, SUITE 200 - ORLANDO FL 32822-2779
OFFICE (407) 599 1177 - FAX: (407) 599 1133
CORPORATE CER'UFICATh OF AUTHOLUZA 110N NUMBER: 5057
www.avoonLic.uom
668 N. Od.& A.
Seim 107
Mvdavd, FL 32751
407,897,6764 ph
407.894.1338 f=
Win,-rotdn.com
a sacwzew m,m usa,
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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
f
REVISIONS:
NO. DATE
BY
DESCRIPTION
1 02/-19/2019
2 07/08/2019
-JDD,9
1
PERMIT-REVIEW-C- ME.IN
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DESIGNED BY:
AJM
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DRAWN R
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CHECKED BY:
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FOUNDATION PLAN -
1/4" = 1'-0"
11. 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 S3.0.1
12, 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 S3.0.1
13. 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
FOUNDATION PLAN NOTES:
1. REFER TO:
A. GENERAL NOTES: SHEET S0.0.1
B. FOUNDATION SCHEDULE: SHEETS3.0.3
C. HELICAL PILE REACTION SCHEDULE: SHEETS3.0.3
2, 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.
3, 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.
4. 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 S3.0.1
5. 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 S3.0.1
6. 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.
7. 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 S3.0.1. 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
8. 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.
g, 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.
10. COLUMN BLOCKOUTS: REFER TO TYPICAL COLUMN BLOCKOUT
DETAIL 1 / S3.0.2
- 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 A
COLD -FORMED STEEL GENERAL NOTES FOR MORE col
A INFORMATION. REFER TO ARCH FOOR WALL STUD WIDTH. nn�$T•
L�
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING CODES.
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. MICHIG.AN ST.. SUITE 200 - ORLANDO, FL 32922-2779
OFFICE: (407) 599-1122 -FAX: (,407) 599-1133
CORPORATEC'ER11FiCATE OFAUTHORIZATION NIIm
T BER: 5057
www.aveonine.com
668 N. OdaodnAv
Seim 167
Mdeimd, FL 32751
407.897.6764 ph
407.894.1338 fim
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COASTTREASURE
INTERNATIONAL
AIRPORT
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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
SCALE: AS NOTED
REVISIONS:
NO. DATE i
BY
DESCRIPTION
_1_ 01/11Q19�....
2 02/19/2019
11 JDS
ADDENDUM2 .
PERMIT REVIEW COMME�
31 07/08/2019
ESI05
DESIGNED BY:
Aim
DRAWN
CHECKEDLu
BY:
JDS
0 APPROVED
4EWEb FOR
S •
UvI_
SHEET NUMBER
TS
;.. it ...
COMPACTED
SUBGRADE (•
1 r.r
PAST •rM MINIMUM BAR
■ • NTINUE SLAB
SLAB
REINFORCING .O
REINFORCING
TYPICAL SAWED
TYPICAL
JOINT FORM (TYP)
PLACED CLEAR
OR HAND -TOOLED
CONSTRUCTION
#F SAW DEPTH
(TyP)
•,: •
GROOVE
JOINT
SLAB -ON -GRADE NOTES
1 . 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.
2. SAWED CONTROL JOINTS SHALL BE PLACED AS SOON AS POSSIBLE WITHOUT RAVELING CONCRETE OR
DISLODGING •■ AGGREGATE. JOINT 1 ■ APPLJOINTYING MATERIAL PER
MANUFACTURER'S INSTRUCT
3, 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.
INS —
CORNER BARS TO MATCH
SIZE AND NUMBER WITH BAR LAP SPLICE BAR LAP SPLICE
HORIZONTAL REINFORCING o SEE GENERAL NOTES SEE GENERAL NOTES
o> .............. /._...
BARS (TYP) i- X
PROVIDE HORIZONTAL a Q STANDARD HOOK
2x4 KEYWAY (TYP) w TO FAR FACE (TYP)
TYPICAL HORIZONTAL REINFORCING ° m C7
BARS, SEE SCHEDULE FOR SIZE AND w
NUMBER AND REFER TO GENERAL ". " U)
NOTES FOR CLEAR COVER
IRTERSECTIONS
TYPICAL i`.. ♦ ii a. 1
LLS
EL. SEE PLAN
T/FOOTING
REFER TO THE APPROVED MNFR/SUPPLIER'S
EQUIPMENT SHOP DRAWINGS FOR DIMENSIONS,
SUPPORTS ANCHORAGE, ETC.
6" TYP. ALL PROVIDE 3/4"
AROUND ' CHAMFER ALL AROUND
O' ROUGHEN SURFACE
T/PAD, COORD W/ w AND APPLY
ARCH'L/MECH/ELEC BONDING AGENT
_wv
DRILL AND EPDXY #4 - wI
BARS W/ 3" t
EMBEDMENT AND STD ' COMPACTED CONCRETE
HOOKS SPACED @ SUBGRADE (TYP) SLAB -ON -GRADE,
2-0" OC (ALL AROUND) SEE PLAN (TYP)
1 TYPICAL HO_ US_ KEEPING PAD DETAIL
-
REFER TO THE MECH DRAWINGS AND APPROVED
GENERATOR/MECHANICAL UNIT MNFR/SUPPLIER'S SHOP
DRAWINGS FOR DIMENSIONS, CURB SUPPORTS,
VIBRATION ISOLATORS, ANCHORAGE, ETC
4" MIS _ 4" MIN
- PROVIDE 3/4" CHAMFER
CONCRETE SLAB- ALL AROUND
ON -GRADE, SEE CONCRETE �r PROVIDE 3/4°'
PLAN (TYP} I ISOLATION PAD COMPRESSIBLE, PRE -
RE -ENTRANT BARS, SEE PLAN MOLDED EXPANSION
SEE PLAN (TYP. ALL I JOINT ALL AROUND
CORNERS)
T/PAD, C00RD W/
ARCH'L/MECH/ELEC
41
i
° a
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■,_r rf` -n— � r
SUBGRADE (TYP)
TYPICAL ISOLATION PAD DETAIL
4_/- 3/4 = 1 0 „-----—._.... - --- - - -- - - -
71
COMPACTED i __ °_7 �1J 1 /
SUBGRADE i
CONDUIT, REFER r -- a - /� 2
_
TO ARCH. MEPNUM ERAND I 1 ( ) \) a 1 PLANS FOR
EL. SEE M/E/P PLANS
T/CONDUIT TYP .
EXACT 1 - 0" 8" SCHEDULE 80 PVC °
LOCATION TYP) SLEEVE OF INSIDE
(MIN, TYP) (MIN,
DIAMETER 2 CONCRETE ENCASEMENT z
GREATER THAN WIDTH AND DESIGN MIX TO
OUTSIDE MATCH FOOTING. POUR
DIAMETER OF PRIOR TO WALL FOOTING -
CONDUIT
CONDUIT THROUGH FOOTING #3 TIES BETWEEN POURS IT L FOOTING
SPACED AT 2'-0" oc (MAX) (OPTION1
TYPICAL CONDUIT PENETRATION AT FOOTING
3/4" = 1'-01,
m
COORDINATE WIDTH WITH
WALL OVER CURB, / ARCHITECTURAL
SEE PLAN -
EL. SEE PLAN
T/SLAB
If
■
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n _ T/SLAB
SUPPORTED CONT. SLAB 2 —
REINFORCING PLACED CLEAR OF SAWED DEPTH (TYP) TYPICAL I TRANSITION
LEVEL SLAB, SEE PLAN
LEVEL SLAB, SEE PLAN SLOPE DOWN FOR ELEVATIONS
FOR ELEVATIONS SLOPE UP
_—
- �TYPICAL RAME TRANSITION
NOTE:
1. REFER TO TYPICAL SLAB -ON -GRADE DETAIL FOR ALL OTHER INFORMATION.
II•����II�III D�SLAB TRANSITION ;�ETAIL
II��IIII
t
CONDUIT PENET.FOOTING APPLICATIONS
CONDITION APPLICABLE DETAIL
j TOP OF CONDUIT ELEVATION WITHIN 10" ABOVE OR 'TYPICAL WALL STEP FOOTING DETAIL' (CONDUIT
BELOW TOP OF FOOTING ELEVATION PASSES THROUGH WALL ABOVE FOOTING)
TOP OF CONDUIT ELEVATION WITHIN 10" BELOW 'CONDUIT THROUGH FOOTING' DETAIL.
BOTTOM OF FOOTING ELEVATION
TOP OF CONDUIT ELEVATION GREATER THAN 10" 'CONDUIT BELOW FOOTING (OPTION 1)' OR'CONDUIT
BELOW BOTTOM OF FOOTING ELEVATION BELOW FOOTING (OPTION 2)'
NOTES:
1. '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.
2. FOR CONDUIT DIAMETERS, LOCATIONS, AND ELEVATIONS DEVIATING FROM THE CRITERIA ABOVE,
CONTRACTOR SHALL NOTIFY THE ARCHITECT/ENGINEER IN WRITING FOR CLARIFICATION.
COMPRESSIBLE MATERIAL -
,' FOOTING WIDTH (W) WITHIN THE SLEEVE GAP
y........ _ (TYP EACH END)
1L
1 W+2+(2xd) FT LONG STEEL PIPE SLEEVE 1
OF INSIDE DIAMETER 2" GREATER THAN
OUTSIDE DIAMETER OF CONDUIT
CONDUIT•
FOOTING•. •
0..,
Al
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES.
III
ire I
�
AVCON, INC.
F'.N(_�iNE£RS to PLANNERS
5555'E. MICHIGAN S'i'., SUIFE 200-ORiANDO) FL.92N22-2779
OEIICF (407)59 ,f ?- FAX: (10r)599-I1,'
CORPORA - I'll CPR"PIFICA! E Oil AU'FNORLAH(IN N(WRI-A 5057
www.avconinc.a)m
668 N. Ovavdo Av .
Su te 107
Harland, Ft, 32751
4078976764 ph
407 89s 1339 fia
.nvw.rolm ma-;n.<.�
a nnrmzme Hi�n�acao
TREASURE COAST
INTERNATIONAL
AIRPORT
}VE f.�
S
STA E r
LUCA DE19F4Nq,10k�.`
Florida License No. 63055
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
SCALE: AS NOTED
NO, DATE BY DESCRIPTIOM
DESIGNED B
DRAWN
CHECKED BY:
JDS
APPROVED
■
• FOR
:, ;
I
• �•
lllm���ljl W.&I I
1110 1 1:4;j Ic micol guyi I
Irl :1 : 0
0 4 I"Im Wifil its] ill
FOR MORE INFORMATION.
SLAB ON GRADE AND ON FOOTING,
PROVIDE BOND BREAKER OVER
FOOTINGS, SEE PLAN
CIVIL PAVEMENT, SEE CIVIL
PLANS FOR JOINTING
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
TYPICAL COLUMN AT FOOTING DETAIL
1/2" =_V_011
NMI
A M"
N
TYPICAL TSF AT PEMB COLUMN
3/41' = 1.-01,
7, 0
"moo-of 01 s I* A" ll
�019210;4111W,ll 0 IF gu'."w
CONCRETE SLAB -ON -
GRADE, SEE PLAN (TYP)
I
IL
00
z b
PRE-ENGINEERED METAL BUILDING 7"
GIRTS: VERIFY SIZE, SPACING
(VERTICALLY) WITH MNFR / SUPPLIER'S
APPROVED SHOP DRAWINGS (TYP)
EXTERIOR FINISHES: SEE GENERAL
NOTES AND PRE-ENGINEERED
APPROVED SHOP DRAWINGS
PROVIDE BITUMINOUS COATING
ON STEEL SURFACES IN
CONTACT WITH CONCRETE
. .. ...
ANCHOR BOLT AND LEVELING
/
NUTS (TYP). FOR MORE
INFORMATION SEE TYPICAL
ANCHOR BOLT PROJECT DETAIL
KG.L
PRE-ENGINEERED
METAL BUILDING
FRAME COLUMN:
VERIFY SIZE, BASE
PLATE SIZE, ANCHOR
BOLT SIZE AND
.j
LAYOUT WITH MNFR
SUPPLIER'S APPROVED
Co.
PROVIDE (1)-#5 HAIRPIN; USE 300 ANGLES
FOR HAIRPINS LOCATED AT CORNER
SLAB CONDITIONS OR USE 450 ANGLES
FOR HAIRPINS LOCATED AT SIDE OF
INTERIOR SLAB CONDITIONS. SEE
GEOMETRY ABOVE.
w
COMPACTED
SUBGRADE (TYP)
pjawlyin w-mUccig
EL. SEE PLAN
LLI TI SLAB
0
Q II
u
U)
W
w
CLR
SEE GENERAL NOTES
TDSXX.X, SEE PLAN AND
TYPICAL TDS EDGE AT DOOR FOUNDATION SCHEDULE
3/4" = 11-01,
EL. SEE PLAN
T/ SLAB PROVIDE #4X4'-0" LONG BAR
MIN, EDGE DISTANCE WITH STANDARD HOOK
SEE HELICAL PILE SPACED AT 2'-0" OC MAX
SCHEDULE EL. SEE PLAN
CONCRETE SLAB-ON-
IFLu T/ FDN GRADE, SEE PLAN (TYP)
w 17)
w
uj
C/)
�w
(.)! 0)
war
CORCRETE SLAB-Orlt-
GRADE, SEE PLAN
CIVIL PAVEMENT, SEE CIVIL
*'LANS FOR JOINTING —
cl�
0
EXTERIOR FINISHES: SEE
z
tt� <
z
GENERAL NOTES AND
0
PRE-ENGINEERED
APPROVED SHOP
UJ w Lij
DRAWINGS
U)
0 <�
�N
LU F-
II r r) z
uj
W
(D CK
Z Q
ILL! F 00
_j a_ z
F_ W LD:D
0
_j a — T 0,
(D F<-
D CO z
EL. SEE PLAN
0� — C)
�- z
0
0
Ui Lu I f OLPIUD 0
V LL
_j
ILLI 4 :D z
(1)
ANCHOR BOLT AND LEVELING
NUTS (TYP). FOR MORE
INFORMATION SEE TYPICAL
ANCHOR BOLT PROJECT DETAIL
EL. SEE PLAN
..........
SEE GENERAL NOTES
TDSXX.X, SEE PLAN AND
FOUNDATION SCHEDULE
m
EXTERIOR FINISHES:
SEE GENERAL
NOTES AND PRE-
ENGINEERED
APPROVED SHOP
DRAWINGS.
Ills
EL. SEE PLAN rk
T/ SLAB
LEVELING NUT: HEAVY
HEX NUT WITH
OVERSIZED PLATE
WASHER
T/BASE PLATE
EL. SEE PLAN
T/SLAB/FTG
LEVELING NUT: HEAVY
HEX NUT WITH
OVERSIZED PLATE
WASHER
HEAVY HEX NUT
NOTE:
I UNLESS NOTED OTHERWISE, ALL BOLTS SHALL BE
TIGHTENED TO A "SNUG TIGHT" PLUS 112 TURN.
2. REFER TO THE APPROVED PEMB SHOP DRAWINGS
FOR THE NUMBER AND DIAMETER OF ANCHOR
BOLTS.
TYPICAL ANC.HOR BOLT PROJECTION DETAIL
3/4" = I'-0"
#5 DOWELS AT 2'-0" OC
(MAX) TYP EA SIDE
SEE CIVIL FOR JOINTING (TYP)
FOR PIPE OUTFALL,
SEE PLAN
SEE MEP
#5 CONT (TYP)
... . ...
...
.. . . . .......................
z HANGAR SLAB,
#5 TRANSVERSE AT 12"
SEE PLAN
OC (MAX)
PROVIDE SMOOTH
APRON SLAB,
C)
FINISH AND BOND
SEE CIVIL
BREAKER (TYP)
w 1/ SLAB
w
U)
U) Lu
w TDSXX.X (BEYOND), SEE PLAN
AND FOOTING SCHEDULE (TYP)
CLR CONTINUE HORIZONTAL
SEE GENERAL NOTES REINFORCING BARS THROUGH
. TSF (TYP).
r
At EL. SEE PLAN
��T/ FDN�
N
A
J
#5 CONT AT 12" OC
w
(MAX)
z
0 col ROUGHEN SURFACE
uj Z SFX.XX, SEE PLAN AND FOUNDATION SCHEDULE
AND APPLY BONDING
YII AGENT
NOTE: I
1. CONTRACTOR TO COORDINATE WITH APPROVED HANGAR DOOR SHOP,
DRAWINGS FOR DIMENSIONS, DOOR STOPS, RAIL ASSEMBLY, ANCHOR
BOLTS, ETC. AND PEME3 MANUFACTURER APPROVED SHOP DRAWINGS.
m M, Am L4 10Y.Al a 510103 .9
ffil me
zvl_l�
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
CODES,
AVCON, INC.
PNGIXLERS & PLANNEi6
51$5E
OFFICF(107) 599-11'2 - FAX- 007) 911-1 33,
ORTORA IT CEI? fIFICATI 01, AUHIORIZA I ION N(,,yfiBFR: 5057
w.,, a"onincxom
668 N. Orlando Ama.i,
lsww to"
Mmvfi.d, FL 32751
47.897.67" ph
407.89413586.
,1�cu1•,,:�s, c.
TREASURE COAST
INTERNATIONAL
AIRPORT
ID V�Rio
-
6 5
a
FOUNDATION
DETAILS
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 AVICON, INC. ANY
DISTRIBUTION, REPRODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
WHOLE OR IN PART, IS STRICTLY PROHIBITED
SCALE: AS NOTED
REVISIONS:
NO.II DATE BY I DESCRIPTION
COLUMN GRIDLINE
LATERAL, H1
LATERAL, H2
GRAVITY, P
NET UPLIFT, P
ASSUMED
QUANTITY OF
ASSUMED ASSUMED
QUANTITY OF QUANTITY OF
(KIP)
(KIP)
(KIP)
(KIP)
VERTICAL PILES
BATTERED PILES, H1 !, BATTERED PILES H2
{
--
- —. ....-- -- -- —
A/1, A/3, L/1, L13
+/ 60
+/- 50
+ 165
+ 235
30
- 115
7
9
4 4
4 4
A/2, A/4, A/5, A/6,
+/- 55
+/- 55
L12, L/4, L/6, L/6
A/7, B/7, Cl7, D/71 E17,
F/7, G/7, H/7, J/7, K/7, L/7
+! 20
+/- 20
+ 50
0
j -
G/8, G/9, U8, Ll9,
+/- 20
+/- 20
+ 30
0
-
H/9, J/9, K/9
I . REFER TO HELICAL PILE GENERAL NOTES.
L 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 LAYOUTt BE DESIGNED WITH THE FOLLOWINGCRITERIA:
A. MINIMUM HELICAL PILE EDGE DISTANCE = 2'41
r. HELICAL PILE
SPACING
E I.. 0
MAXIMUM
. MINIMUM
C. ALLOWABLE
•. AXIAL
♦ COMPRESSIVE • A. R. PER
VERTICAL
A PILE
LIMITED BY CONCRETE PUNCHING SHEAR
...
D. MAXIMUM ALLOWABLE AXIAL TENSION LOAD PER VERTICAL PILE = 25 KIP
113l11t 111 4 olkil.4,�A'r: 1 •1 •.�! r _ 4. y i ! • -..
Ill
ELEVATION!WALLIP"i"TkifflE
H1 - -- --• ---♦ H1
1
H2 H2
0
P P
PLAN VIEW ORIENTATION
y7
tie
FOUNDATION
FOOTINGi
.._
.......
SIZE
_. _...
MARK '
T
WxL
REINFORCEMENT
TDS1.0
12
l'-6" x CONTt
CONT (3) #5 BOTTOM
TDS2.0
24' ''
1'-6" x CONT I
CONT (3)-#5 BOTTOM
SF8.0
12"
8'-0" x CONT
CONT (9) #5 BOTTOM & #5 @ 16" OC (MAX).
TSF4.0
24"
4'-0" x 4'-0"
(6)-#7 TOP & BOTTOM, EACH WAY
F4.0
30" i
4'4' x 4'-0"
'',
(6)-#7 TOP & BOTTOM, EACH WAY
F6.0
30" %
6-0" x 6 0'
(8)-#7 TOP & BOTTOM, EACH WAY
F12.0
30"
12'-0" x 12'-0"
(15)-#7 TOP & BOTTOM, EACH WAY
F16 0
30'
16 0" x 9'-0"
(20)-#7 TOP & BOTTOM SHORT BARS, (12)-#7 TOP & BOTTOM LONG BARS
Hl 06
H2
P
,
AVCON, INC.
ENGINEERS &. PLANNERS
5'S F.. 01CHICAN ST_ SUITS 'OO-ORLANDO, FL 32811-2779
OFFCF (407)59911'd-FAX (407)5991133
CORPORA IF CI R I'IFICA I F Of AUTHORIZATION VUMH6R:50=7
k"' .'a omnc."nl
668 N. Odd. A
Sww 107
Maidssnd, Pi, 32751
4 .897.6764ph
407.894.1338 ma
wwwdm-xasnin.<om
MMN02ma \i1,M�tlS(QO
TREASURE COAST
INTERNATIONAL
AIRPORT
.............. `za�►111.1-M�4R�rij ....................
0 E LVE�' eeii
rEN
* T TAT 441
LUCa DERMLi,I, W.
Florida License N 3.63055
-- ....................... ... ----- —
FOUNDA
11
ODN
LS
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
SCALE: - AS NOTED
REVISIONS
NO. DATE BY I DESCRIPTION
DESIGNED BY: AJM
DRAWN BY: AJM
Lu
CHECKED BY: JDS
FOR LDv
APPI
4PLIANCE
?
JULY 2019
DATE:COUN'
C-)
cr
AVCON PROJECT NO. 2017.259.01
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
, ;z
SHEET NUMBER
SPECIFICATIONS COMPLY WITH THE
APPLICABLE MINIMUM BUILDING
s
CODES.
■
EL. SEE PLAI`
T/ WALL
EL. SEE PLAN
T/ SLAB
DOUBLE KING -
STUDS AND JACK -
STUDS EA SIDE OF
OPENING
CONCRETE SCREWS
(TYP)
SO TTA Alp
tioqffi�*
-Am
Ir .4
• a a
8'-0" (MAX). NOTIFY
ARCHITECT IN WRITING
FOR LARGER OPENINGS
EL. SEE PLAP
T/ WALL
FINISH SHEATHING, REFER TO
ARCH AND COLD -FORMED
GENERAL NOTES (TYP)
EL. SEE PLAN
T/ SLAB
NOTE:
1. SEE COLD -FORMED STEEL GENERAL NOTES AND FRAMING
PLAN NOTES FOR MORE INFORMATION.
16 GA x 1 1/4" STRAPS
SPACED @ T-O" OC (MAX)
COLD -FORMED
WALL FRAMING
CONT COLD -FORMED
TOP TRACK
CONCRETE SCREWS
(TYP)
COLD -FORMED JOIST (TYP)
w1mil I Rik' —14
EL. SEE PLAN
-*7-T/ WALL
• 0 o 4swi 0,1111
_sli
.4.6 a., Owl WIN I �*
8'-0" (MAX). NOTIFY
ARCHITECT IN WRITING
FOR LARGER OPENINGS
NOTES:
1. REFER TO ARCHITECTURAL PLANS AND ELEVATIONS FOR OPENING SIZE, HEADER AND
SILL ELEVATIONS, AND TOP OF WALL BRACING.
2. CEILING FRAMING, IF APPLICABLE, NOT SHOWN FOR CLARITY.
• 161 IN., IMIN
=1 =1 M
6"'A11
ill
AVCON, INC.
ENGINEERS & PLANNERS
5555 E. MICHIGANST, SUITE 200 - ORLANDO. FL 32822 2779
OFFICE 007) i99-1 C. FAX: t,107) 599-1 3,
CORPORATE CER I'll ]CA] F OF A(j'f I IOR IZA] [ON NUM BFR: 5057
www.avconhncxom
668N.Odd.Avcossc
M. 32751
4 .897,6764ph
E"N"
StA E� OF Z
JF
LUCA
Florida Llcen NiA 55
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 PROHIBIT ED
........ .. . . . .. .
SCALE: AS NOTED
C/)
DESIGNED BY: AJM
uj
EWED FOR AJM
DRAVaffi
Chgg= COMPLIANCEPS
0
APP&W%E COUNTYDV
m
BOCC
:Z
DATE: JULY 2019
0
AVCON PROJECT NO. 2017.259.01
TO THE BEST OF THE ENGINEER'S
KNOWLEDGE, THESE PLANS AND
SHEET NUMBER
SPECIFICATIONS COMPLY WITH THE
0
APPLICABLE MINIMUM BUILDING
ok a I
I a
CODES.
�NOTES:
SEE SHEET S3.0.2 FOR STRUCTURAL PCC SECTION DETAILS FOR,�
THE ENTRANCE DOOR RAIL TRACKS.
!SEE SHEET C15.0.3 FOR TRENCH DRAIN DETAIL WITH
THICKENED EDGE.
MSEE
SHEET C9.0.6 FOR THE APRON ASPHALT PAVEMENT
ISECTION DETAILS.
"M
PRIMARY SIDE -FORM PAVING LANES.
"M
FILL-IN PAVING LANES.
AVCON, INC.
ENGINFERSS., PLANNERS
GAN Sl , StAl 1 200 - ORLANDO, 11 3282'-2779
C11. (40_11) .19-1 122 - FAX: (407) 99 1133
_R FIFiCA I L Ol AL I HORI/,A I ION NLNIHER: 5057
"W« "MCA1111c,C01-IR
N�I A��� lh
AIRPORT
__F
4�
No 4b963
STATE OF
193
\\0
ROBERT H. VAtMgP,,EL0
lorida License No. 45963
ATTENTION:
NT CONTAINS PRIVILEGED AND PROPRIETARY
)F WHICH IS EXPRESSLY PROVIDED BY AVCON, INC.,
FENDED RECIPIENT, AND FOR A SPECIFIC PURPOSE.
(PRESS WRITTEN CONSENT OF AVCON, INC. ANY
RODUCTION, OR OTHER USE OF THIS DOCUMENT, IN
_. OR IN PART. IS STRICTLY PROHIBITED
lIIIIIIIIIIIIIIIIIIIZ4 myl 6-1 [aW
TITLE BLOCKONLY
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A.C.H.
R.H.P.
J.A.K.
JULY 2019
)JECT NO. 2017A.259.
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O °� FILL, COMPACT, AND SOD TO 15" RCP
REESTABLISH GRADES IN AREAS OF CLASS III
S ... ... ' --- PAVEMENT REMOVAL, TYP. PROVIDE
POSITIVE DRAINAGE IN ALL AREAS.
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in T11L11 a bs114L°�gBl@ r 13l r ¢I 61¢II p° 7g¢,ad gs1B ¢ d r »jar to i
49 75, w
1¢B,dl¢p*w°I , E: 862430.2644 �p
¢a
a
ff
y y IB 6 ep11¢ sra11 l ° I e¢en ig l 6 @a "" 61 ¢ I BrB > 15 RCP ,o LL «.
8 ,q N 3 P- � 6 `t 6 6 B �Nr 3 `"
Iw ;sa"1 rr�ll Ya gap x6L re at p de¢6�?a¢6h °Bfn
� GLASS III
y ie B
I
3'
1. 2.40-
y 4" PVC
n, r « n, r= r
S-12" = y y
::N: 1 148737.7064`
y €n « E: 862435.0806 r"
w^raGRATE EL: 23.25w
r
w wlww.re. .nw, w S-11e-10
S-161. W ' :::::... ` N: 1148667.438
' 'N: 1148723.2274
N: 1 148701.6455 "
E: 862470.7904 E: 862504.6544
Y E: 862383,4790 «nnwn ca �rwwwrw.. 1
INV. EL: 20.58 n « GRATE EL: 23.25: w : GRATE EL: 23.2.
. .., n n., w w w w, w, w, r n, r w w n w n w w w, w.« ` v w l= �.
y ,u y Iw' 1�r .. r. 2#00 r ..... , w ....,
I sm
, n . FI' FS S-Or (EXIST)
N: 1148703.2267` ` : N: 1148537.8958 : " n
IF ` E: 862397.1467" " ..:::: F : .... .
I' E: 862377.0533 « w=
INV, EL: 20.48..,rrrw, n. GRATE EL: 19.67
.wwrr
70P A "TOFA ' T0F TOFF- 0 F
' . . . . . . . .
'PROTECT EXISTING
a ; w S-0 OUTFACE
',; '; REMAINar :::wnnrn.wrw ern a .. .` w r r n
=r
=w
v
S-5
I j ✓
I ` N: 1148830.6001 Np- ._
/E: 862881.0982
GRATE EL: 20.05_
_mom
y , °
y 15" RCP S -4
y tCLASS I11 -�420 /N: 1148798.7403
E: 862846.3542
yM1 '%„00 ANV. EL: 17.75
N- 1148731.7590
2 "0 ---E: 862764.2279
x- INV. EL: 17.65
�S-2
N: 1148791.3389
�,., E: 862705.1207
rr GRATE EL: 20.50
'o �° S-1.2
N: 1148770.9238
E: 862682.9972
i
r t7 , jJj/
J" t
N 1 1489�.8315
-,
eE, 8,63082 83 _ ;': _
EXISTING
"L HYDRANT
f,
Will kill 7111
.-
• •
_..
1
31 .50
-32.0;7_-__ _-_
31.5 __ -
ilorth
1 i bi GRAPHIC ;f
r� SCALE
'iE 9112 I IL no*
at affWall
.9 .
EXISTING MINOR
GRADE CONTOUR
DAYLIGHT
/
MATCH -GRADE LINE
S-1
N: 114870
*
1881
NOTE:
IN ACCORDANCE WITH FEMA FLOOD MAP 1211100176 J,
'
E: 862616.0237 THIS
ENTIRE
-
SITE IS LOCATED IN ZONE X AREA OF MINIMAL
j
GRATE
EL: 22.00 FLOOD
HAZARD",
WITH NO FLOOD ELEVATIONS PROVIDED.
9" FDOT #1
STONE
GROUND COVER TO
STORMWATER SYSTEM
PROPOSED
GRADES
y
;
/
STRUC.
INVERT INVERT INVERT INVERT
ID.
DESCRIPTION
TOP
NORTHELY EASTERLY SOUTHERLY WESTERLY
S-0
EXIST TYPE C RBI
19.67
15.45'
S-1
TYPE C DBI
22.00
19.59
S-1.2
TYPE P MH
23.09
18.20
18.20
18.20
S-2
TYPE C DBI
20.50
17.90
18.00
S-3
15" MES
17.65
S-4
15" MES
17.75
`S-13 S-5
TYPE C DBI
20.05
17.85
15°` MES
20.48
0•20D- FOOTSUMP WITH
N: 1148654.0329/ S-6
} E: 862575.0627
GRATE EL: 23 32 5-6,2
TYPE P MH
23.36
20.60
20.60
20.60
r
11
N: 148637.7573 S-7
ADS DRAIN BASIN 12"
23.25
18.90
18.90
PVC PIPE
E: 862558.7501
ADS DRAIN BASIN 12"
19,40
GRATE EL: 23.31 S-8
PVC PIPE
23.25
19.40
S_g
ADS DRAIN BASIN 12"
23.25
20.00
20.00
,S-1 5
PVC PIPE
TYPE P MH
23.36
19.95
19.95
N: 1148622.352&-- S-9.1
E; 862543.1508
ADS DRAIN BASIN 12"
23.25
21.25
21.25
_ 5-10
a TS
PVC PIPE
0C�F� q-T S-11
ADS DRAIN BASIN 12"
PVC PIPE
23.25
21.00
21.00
5-12
ADS DRAIN BASIN 12"
23.25
20.65
20.65
%l
PVC PIPE
S-13
ADS DRAIN BASIN 8"
23.32
22.00
PVC PIPE
r' ` 5-14
ADS DRAIN BASIN 8"
23.31
21.89
21.89
PVC PIPE
TYPE P MH
23.37
21.55
21.55Q®E
COM
S-15
S-16
4" MES
20.58
60 - F .
0.DITCH PAVEMES QQ
" 1,0
_ _
- _.
_. _.__ _
_ _..
9" FDOT
#1 STONE
° GROUND COVER
AT OUTFALL
1
DRAWING
PREVIOUSLY MISSING
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
SCALE: AS NOTED
REVISIONS:
NO. DATE BY DESCRIPTION
1 2/19/19 BSH PERMIT REVIEW COMMENTS
2� 6/25/ 19 RH P ESI #03
FAI MM I
III DESIGNED BY: R.H.P.
Z
W DRAWN BY: A.C.H.
19 CHECKED BY: R.H.P
�, +
i
* DATE:019
AVCON• 1: 1
co
z SHEET NUMBER
��
Ir
U
COASTTREASURE
INTERNATIONAL
AIRPORT
� s
mow,Qp'°J�'E.N`S'F
No 4b963
o STATE OF
Ftwo P:���w
ROBERT H*46lsl_I+�"
Florida License 4o., W%%
HANGAR
HANGAR
PAVEMENT
JOINT
LELEVATION PLANJ
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
SCALE. AS NOTED
REVISIONS:
NO. DATE BY I DESCRIPTION
11 2 /19 /191 R H P TITLE BLOCK ONLY
DESIGNED BY:
R.H.P.
DRAWN BY:
A.C.H.
CHECKED BY:
R.H.P.
APPROVED BY:
J.A.K.
DATE:
JULY 2019
F-AMOISILT11. •
W
O
N
IIm
15.0
19+87.50 20+00
a
�''.✓Y^ .$Q `,""'{{y-`„r„;Tvj_S°- M ��� i iI } ,/ cV -
X
t '
N I w- I N 14" DIP ALL RESTRICTIVE JOINTS;.$ N
666 _e.
14 P.I.V. „
o x(zz.80 --23.00 -- y.,, oo N 8 DIP WM Wf ALL RESTRAINED
-.. 2.ai 0-.,�'' d f o JOINTS; SEE PLUMBING PLANS
iiP wz
2 N ry N FOR CONTINUATION
Nci
p ;x ..._ �7-?d h alr• / N i t I +t N ' M
4
4.4 -3A, 4
1 i .
� � 1 X 8 RED �� `
8" X 8W FDC
7 � i
toi
Fill NIPPON
IJ
' • • '/
LA
�R.V ■ "
GRAPHIC SCALE 18
DRAWING PREVIOUSLY MISSING
DESIGNED BY:
R.H.P.
z
UJ
DRAWN BY:
,q H
CHECKED BY:
R.H.P.
APPROVED BY:
J.A.K.
DATE:
oULY 2019
' STUB OUT AND PLUG
e0 60'-8" DIP WM WITH ALL
1A0-
�'`� Z RESTRAINED JOINTS. 2"
X-X-X X-X-X P.E. FLUSHING ASSEMBLY;
FDEP SAMPLE LOCATION 3
-,,,STATION=10+00.00: o �, a r �. ,r �� �. .
e} OR b p
r i i S d- \ X X X�---X X-X* -X X-X X-,X.,_ ,�i$X-X-X-R---X-X-9-X-X-X--0..X-X-X-'0Yi-.-.,`-X X " ,> .r
. " - N: 1148859.3008 ` ._. _.: ,._.... .- - - _ - .,._�_.,., _.:,�. _ .... __, .. , _ 2 2 x 1.5 RED 2
$ DIP WM W/ E: 862818.6827 I N -- CONSTRUCT 8" DIP WM OVER 1.5" PVC FM WITH CONSTRUCT 1.5'° SCH. 40 PVC '' 3.0'` 22.°° (PLUG VALVE IN METER
ALL RESTRAINED „ 21;;a
s I _. _ - .; ...18 MIN SEPARATION, TYP. _:. FM W/ 36" MIN. COVER, TYP. X MARKED "SEWER"
JOINTS; SEE... o,Lu
2 i}g .- a �} _ C® 20.80". ... 1, _. vir
j �2,00 BO
PLUMBING r8 i FM , M FM__..�.__. - �i 4� ���lulm. F' 2 _�i c .
a _ . " - rn Fhb;, , M .2ygo FM 2. �_ r�® I M - M.. dmb�
Moll
"-.- C'. Imo..__ _..,...„.. ..... r-' • _ :..._._.. r. ......e.„_ DRAWINGS FOR t - _
FIRE GST WATER -FM
m LEVEL CONTROL `1 i l FDEP
SYSTEM AND 8" �' 9` 11+00 12i00 SAMPLE
13+00 14+00
X 6" RED. { LOCATION 1
�- 8" MS TEE. 8" - CONSTRUCT 8" DIP WM UNDER 15" RCP STORM �� +
40 i II GV BOX
VALVE WITH 18" MIN. SEPARATION USING 4-8" MJ 23.oi STATION=13+74.50
" ... VERTICAL OFFSET BENDS WITH ALL RESTRAINED
`-_N: 1148593.8315
'�.
c �, ,y ..,_N JOINTS. �_ .... ... - - - 0 E: 863082.8358uj
_...
WM �.r 3.0
....--...,.„,,,. I .;::. w5' n .. Y�NI" �[f0.1fA. Y .,r �y�X -.««- Q d+.r .._>.. p
f �"" :iM Pm@7j
�f 20.00-; -- W �_. ..___
n - ,""`"' ... ..... t ..
CONSTRUCT 8 DIP WM WITH ALL RESTRAINED o
W/ R, TYP."2 ao
-" JOINTS 36 MIN COVE7 22
\. ax.,�,.... _ z2.0 C 20
-X-� -X-X- -X- X- 'L- �.� _... 22.
' o.ztt o c� �X X X _. 4._.... .
X� X X X X- X o N X -X-aX X X �X-X- (-X-)�-X- X•-..4. -X- n
V
FDEP
SAMPLE + _ ..
LOCATION 2 REMOVE BACK TO NEAREST 8" FITTING AND
Ill
1.5" DOMESTIC WATER SERVICE WITH 1.5" WATER
CONNECT 8 DIP WM TO TERMINAL ENROF
m " + + = x METER AND METER BOX. 1.5" RPZBFP AND 4" EXISTING 8" WM W/ 8" X 6" TEE, 8" GV W/ VALVE
CONSTRUCT 8" DIP ,` ` CONSTRUCT 8" X 6" MJ TEE. THICK X 5' WIDE X 6' LONG PCC SLAB WITH 6" BOX AND RECONNECT 6" GV AND FH ASSEMBLY,
WM OVER 1.5" PVC i I [ 6'° GV AND VALVE BOX. FIRE
X 6 W.W.F. F.D.O.T. CLASS i CONC., 3,000 PSI ALL RESTRAINED JOINTS. EXISTING
FM WITH 18 MIN.,
b 0 d j gx' r HYDRANT ASSEMBLY WITH ALL MIN. 28-DAY COMPRESSIVE STRENGTH PROTECTED HYDRANT
SEPARATION, TYP. II i 3 RESTRAINED JOINTS. BY BOLLARDS AT MAX. 6'-0" SPACING.
ASSEMBLY
�y F, x
GRADE :BREAK STA=10+00.00 GRADE BREAK 3TA=11+08.41 GRADE BREAK STA=13+2 .22, GRADE BR AK STA=13+74.50
24.0 LEV=9�5 ELEV=21.87 _
GRADE BREAK STA=12+1 .82
JCT EXTENSION ALIGNMENT I ELEV=2 .48 -
STA:10+00.00=
TIN D ROADWAY ALIGNMENT ��„ 3' MIN.
22.0 STA:24+51.83� COVER _
I 3' MIN.
20.0 6" 8" X 6" RED OVER
20.0
MAS
METER 1.5" DOMESTIC WATER SERVICE
ASSEMBLY;_
15.3'CONSTR_....... _
18.0 I '- CONSTRUCT 8" PVC FM
1.5"
-_ ---- DIP WM
" -
15" STORMWATER
1.5" _..... _ RCP _
PVC FM STA:10+ 3.41
ELEV:16. 8 I
16.0 S A:10+30 80 -��
ELEV:17.75
OVER 1.5 PVC 8" WATER MAIN' DIP, 18" MIN, CLEAR.
M W. 18' MIN. CLEAR.
CLEARANCE FOR STUB OUT
CONSTRUCT (4) -" 100 LF MIN. 8" DIP WM
ST :10+30.80_% 8" 45' VERT. STA:10+ 3.41 ALL RESTRAINED JOINTS
14.0 ELEV:16.25 OFFSET BENDS - 14.0
U') u> 8" DIP WM ALL r1- rO N 100 LF MIN. 8" DIP WM 0) 0 w n rn uy m d.
"I RESTRAINED JOINTS TO 1)• `q 03 ro ALL RESTRAINED JOINTS 7 - 0> ucv �t
NJ N MASTER METER ASSEMBLY N N N w v N eN N N N N N N N N
AND TO G.S.T.
9+50 10+00 10+50 11+00 11+50 12+00 12+50 13+00 13+50 14+00 14+50 14+62
0
N
CORE DRILL AND CONNECT 1.5" PVC FM TO
EXISTING SANITARY MH. SEE DETAIL SHEET
C35.0.3, DETAIL S-11. RIM AND COVER 25.00. 8"
INV. 18.50.
1.5" SCH. 40 1.5" SCH. 40 3.0'
X - __ X __ X _ PVC FM, TYR. V
- - X - X _____ _
P C FM, TYP
-- FM
FMFM
�. X X m... 1t ... ;,Zu
FM FM
FM FM FM FM FM FM
FM ,FM
_
1�+00
---
16+00 17+00
4
1
EXISTING JET CENTER TERRACE
WM
FM .::� , FM� _
18+00
---------------
REMOVE AND RESTORE
±40 LF CLF
X4
FM --- -+I
4'
2'
1'
0'
EXISTING
MANHOLE
North
10' 20' 40'
DRAWING PREVIOUSLY MISSING
REVIEWED
CODE COMPI
ST. LUCIE C<
BOCC
ft A�
INTERNATIONAL
AIRPORT
co
z SHEET NUMBER
0 4
5
SEE FINISHING DETAIL
HANGAR FINISHED FLOOR,
REFERENCE
SHEET C12.0.2 FOR
ELEVATIONS.
12" WIDE ACO S300K TRENCH DRAIN
12
POLYESTER RESIN POLYMER CONCRETE
TY
WITH COMPRESSIVE STRENGTH OF 14000
PSI. TRENCH DRAIN SHALL HAVE 0.5%
INTERNAL SLOPE AND INTERLOCKING
CHANNEL SECTIONS. TRENCH DRAIN
SYSTEM SHALL BE DESIGNED FOR LOAD
20.67
CLASS F (AIRCRAFT RATING).
MAX.
(SEE PLUMBING PLANS)
(VARIES)
MIN.
(VARIES)
12",
TYP.
4,
12'
PROVIDE BOTTOM OR SIDE
KNOCKOUT AT CHANNEL
SECTIONS AS SHOWN ON PLUMBING
PLANS AND DETAILS.
VIBRATE CONCRETE
TO ENSURE FULL
ENCAPSULATION UNDER PRECAST TRENCH DRAIN
41m I == IVAN W-1
N.T.S.
DUCTILE IRON GRATING, LOAD CLASS F, GRATES
SHALL BE SECURED WITH POWERLOK CLIPS.
EXPANSION JOINT, TYP. (SEE PCC
PAVEMENT JOINT, SHEET C9.0.1.)
(13) #5 CONTINUOUS, TYP.
(02 #5 TRANSVERSE AT 14" O/C (MAX)
03
#5 BARS EA SIDE OF TRENCH AT 14"
4 (B
O/C (MAX). COORDINATE SPACING WITH
4 APPROVED MANUFACTURER SHOP DRAWINGS,
#5 TRANSVERSE AT 14" O/C (MAX)
(7) #5 CONTINUOUS
2
4 CLR, SLEEPER SLAB '- ELEVATION
TYP. 20.96', 27" LOWER THAN
3TRENCH DRAIN FLOOR ELEVATION,
CLR, SEE SHEET C12.0.2.
TYP.
ROUGHEN SURFACE AND APPLY
BONDING AGENT BETWEEN
CONCRETE PLACEMENT
INSTALLATION DEVICE (SEE DETAIL) AND
INSTALL DEVICE SUPPORTS
NOTE:
TRENCH DRAIN INSTALLATION SHALL BE INSTALLED IN ACCORDANCE WITH
MANUFACTURER'S INSTALLATION INSTRUCTIONS,
*SEE MANUFACTURE'S DETAILS FOR TRENCH DIMENSIONS.
'- SLEEPER SLAB SHALL HAVE A SMOOTH FINISH AND BOND BREAKER MATERIAL
TO ALLOW P-501 HANGAR FLOOR SLABS TO FREELY EXPAND / CONTRACT
ACROSS SURFACE, (SEE SHEET C9.0.2, DETAIL C).
IL mtv,4U-ULLJ Ir-r- UM ")Z) rVk, A 0 MU3 IN- 1 Z UNAIL 26.ZO, ITN.
#5 TRANSVERSE
AT 14 O/C (MAX)
TRENCH WIDTH, *, PLUS 22"
MIZ11 1� w & sm
13ENDING DETAIL
k13.S.
2 1 " LONGER THAN SLEEPER
SLAB THICKNESS DUE TO 3"
CLEARANCE TO SURFACE AND
5 j " CLEARANCE TO
SURFACE OF BOTTOM
STRUCTURAL SUPPORT SLAB
ZT, I IT III I
WINE Me
2 m welm a an
14"- -, I
1 :1401011 ilk [01111114 CA 10
NOTE:
ALL WORK THIS DRAWING IS INCLUDED
IN THE LUMP SUM PAY ITEM FOR 13 34 00-1,
UNLESS OTHERWISE NOTED.
REVIEWED
C0DECoMpj
ST. LUCIE CC
Bocc
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
C A L E: AS NOTEX
....... ...
DESIGNED BY:
R.H.P.
z
LU
DRAWN BY:
A.C.H.
m
=)CHECKED
0
BY:
R.H.P.
0
a
APPROVED BY:
J.A.K.
N,-
DATE:
JULY 2019
N.T.S.
10
z SHEET NUMBER
0
0 C 15.0.3