42701 0441 spectraleaf elizabethtown, kyreinforcing steel - astm a615 grade 60 (unless welded). 3....
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ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
G-000
COVER SHEET
2019-1576
Author
Checker
8/23/2019
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2701
GENERAL
SPECTRALEAF
170 BUDCO LANE
ELIZABETHTOWN, KY 42701
95% REVIEW DOCS
08/23/19
No.
Description
Date
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Z:\projects\misc-dp\ICON-LOT5-SOUTHEND-SPECTRALEAF\LOT5-SOUTHEND-BASE.dwg, 8/22/2019 2:40:03 PM, DWG To PDF.pc3
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FORTERRA
Z:\projects\misc-dp\ICON-LOT5-SOUTHEND-SPECTRALEAF\LOT5-SOUTHEND-BASE.dwg, 8/22/2019 2:39:09 PM, DWG To PDF.pc3
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TYPICAL CLEANOUT DETAIL DRAWN BY: M. PAGEDATE: 11/06/17
Wye Branch Fitting
Z:\projects\misc-dp\ICON-LOT5-SOUTHEND-SPECTRALEAF\LOT5-SOUTHEND-BASE.dwg, 8/22/2019 1:48:22 PM, DWG To PDF.pc3
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Z:\projects\misc-dp\ICON-LOT5-SOUTHEND-SPECTRALEAF\LOT5-SOUTHEND-BASE.dwg, 8/22/2019 1:52:30 PM, DWG To PDF.pc3
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SHOP DRAWINGS:
SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. ANY REVIEW OF SHOP DRAWINGS BY THIS OFFICE IS ONLY FOR GENERAL CONFORMANCE TO THE STRUCTURAL REQUIREMENTS AND IN NO WAY GUARANTEES THE ACCURACY OR COMPLETENESS OF INFORMATION THEREON. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INSURE ALL CONSTRUCTION IS IN FULL COMPLIANCE WITH THE LATEST SET OF STRUCTURAL DRAWINGS. SHOP DRAWINGS MAY NOT BE BASED ON CONTRACT DRAWINGS. ALL SHOP DRAWINGS WHICH HAVE NOT BEEN PREPARED FROM SCRATCH WILL BE REJECTED. SUBMIT ELECTRONIC COPY FOR REVIEW. REVIEW SET WILL BE RETURNED WITH ANY COMMENTS ELECTRONICALLY IN PDF FORM.
GEOTECHNICAL REPORT:
REFERENCE SHOULD BE MADE TO GEOTECHNICAL INVESTIGATION REPORT PREPARED BY:NAMEADDRESSADDRESSDATED
IT IS RECOMMENDED THAT THE GEOTECHNICAL ENGINEER BE RETAINED TO PROVIDE OBSERVATION AND TESTING SERVICES DURING THE GRADING AND FOUNDATION PHASEOF CONSTRUCTION. INSPECTION AND TESTING REPORTS SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER.
FOUNDATION NOTES:
1. THE FOUNDATIONS HAVE BEEN DESIGNED BASED ON RECOMMENDATIONS CONTAINED IN THE GEOTECHNICAL INVESTIGATION REPORT PREPARED BY NAME, DATED
2. SPREAD AND STRIP FOOTINGS HAVE BEEN DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,000 PSF AT 36 INCHES BELOW GRADE.
3. PROTECT EXISTING UTILITIES AND STRUCTURES, OVERHEAD OR UNDERGROUND, IN WORK AREA.
4. PROTECT EXISTING FOOTING. THE CONTRACTOR IS RESPONSIBLE FOR ANY TEMPORARY SHORING OR BRACING.
CONCRETE NOTES:
1. CONCRETE STRENGTH - PROVIDE CONCRETE WITH THE FOLLOWING STRENGTHS AT THE LOCATIONS NOTED. MIX DESIGN, SLUMP, AIR ENTRAINMENT, AGGREGATE SIZE, ETC., SHALL BE IN CONFORMANCE WITH THE A.C.I. CODE, LATEST EDITION.
LOCATION STRENGTH (PSI @ 28 DAYS)
SPREAD FOOTINGS, SLABS-ON-GRADE 4,000 PSI NORMAL WEIGHT
2. REINFORCING STEEL - ASTM A615 GRADE 60 (UNLESS WELDED).
3. WELDING OF REINFORCING STEEL SHALL CONFORM TO AWS D12-1 USING PROPER LOW HYDROGEN ELECTRODES. ALL BARS TO BE WELDED SHALL CONFORM TO ASTM A706.
4. FABRICATE AND PLACE REINFORCEMENT IN ACCORDANCE WITH ACI PUBLICATION SP-66, ACI DETAILING MANUAL - LATEST EDITION.
5. PLACE CONCRETE IN COMPLIANCE WITH ACI 304. ALL CONCRETE SHALL BE MECHANICALLY VIBRATED.
6. CONCRETE COVER FOR REINFORCEMENT FOR NON-PRESTRESSED, CAST IN PLACE CONCRETE SHALL BE AS FOLLOWS:
CONDITION COVER
CAST AGAINST EARTH 3" EXPOSED TO WEATHER #5 & SMALLER 1 1/2" #6 & LARGER 2" SLAB-ON-GRADE 2"
7. EMBEDS - ALL ITEMS TO BE CAST INTO CONCRETE SUCH AS REINFORCING DOWELS, BOLTS, ANCHORS, PIPES, SLEEVES, ETC., SHALL BE SECURELY AND ACCURATELY POSITIONED INTO THE FORMS PRIOR TO PLACING THE CONCRETE.
8. CONSTRUCTION JOINTS - THE CONTRACTOR SHALL OBTAIN THE ENGINEER'S APPROVAL FOR CONCRETE CONSTRUCTION JOINT LOCATIONS. REINFORCING STEEL DETAILING MAY CHANGE AND THE CONTRACTOR MAY BE RESPONSIBLE FOR ADDITIONAL EXPENSES AS A RESULT.
STRUCTURAL STEEL NOTES:
1. MATERIAL - ALL MATERIAL SHALL BE IN ACCORDANCE WITH THE FOLLOWING ASTM DESIGNATIONS UNLESS NOTED OTHERWISE:
WIDE FLANGE SHAPES A992CHANNELS, PLATES & BARS A36STEEL TUBES A500 GRADE CANGLES A36ANCHOR RODS F1554 GRADE 36
2. WELDING - PERFORM ALL WELDING IN ACCORDANCE WITH 2000 AWS D1.1 CODE. WELDS SHALL BE MADE ONLY BY OPERATORS CERTIFIED BY AWS IN PERFORMING THE TYPE OF WORK INDICATED.
3. WELDING CONSUMABLES - WELD CONSUMABLES SHALL HAVE YIELD & TENSILE STRENGTH EQUAL TO OR SLIGHTLY GREATER THAN THE EXPECTED YIELD & TENSILE STRENGTH OF STEEL MEMBER BEING WELDED.
4. BOLTING - ALL BOLTED CONNECTIONS SHALL CONFORM TO THE RCSC - "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS" DATED JUNE 23, 2000. ALL BOLTS SHALL BE 3/4" DIA. ASTM A325-N UNLESS NOTED OTHERWISE.
5. PAINTING - AFTER MATERIAL HAS BEEN PROPERLY CLEANED (SP3), APPLY TWO SHOP COATS OF STANDARD GRAY PRIMER TO ALL SURFACES, EXCEPT THOSE INTENDED FOR EMBEDMENT INTO CONCRETE OR TO RECEIVE FIELD WELDING, SLIP CRITICAL BOLTS.
6. FABRICATION - ALL STRUCTURAL AND MISCELLANEOUS STEEL SHALL BE FABRICATED AND ERECTED IN ACCORDANCE WITH AISC SPECIFICATION FOR THE DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS, IN ADDITION TO THE AISC CODE OF STANDARD PRACTICE FOR STEEL BUILDINGS & BRIDGES - LATEST EDITIONS.
DESIGN CRITERIA:
BUILDING CODE:2018 KENTUCKY BUILDING CODE
2ND FLOOR DEAD LOADS:FIRE TREATED 3/4" T&G SUB-FLOOR 2 PSFFRAMING SELF WEIGHT 5 PSFCEILING, MECH & ELECT 5 PSF
2ND FLOOR LIVE LOADS:FUTURE OFFICE USE 50 PSFPARTITION LOADING 15 PSFCOORIDOR 80 PSFLANDING AND STAIRS 100 PSF
SEE PEMB DRAWINGS FOR ALL OTHER BUILDING LOADINGS AND CRITERIA
CONNECTION DESIGN NOTES:
1. CONNECTION DESIGN MUST BE SUBMITTED FOR REVIEW IN A CLEAR EASILY UNDERSTOOD MANNER, PREFERABLY IN MATHCAD FORMAT. CONNECTION DESIGN SUBMITTALS MUST BE COMPLETE AND REVIEWED PRIOR TO SHOP DRAWING PREPARATION TO ENSURE CONNECTION DESIGN IS PROPERLY DETAILED. SHOP DRAWINGS THAT DO NOT INCORPORATE REVIEWED CONNECTION DESIGNS WILL NOT BE REVIEWED AND WILL BE RETURNED AS "REJECTED".
2. SIMPLE SHEAR CONNECTIONS SHALL BE DESIGNED FOR THE FORCES SHOWN ON PLAN. SUGGESTED DETAILS ARE PROVIDED IN THE TYPICAL DETAILS. CONNECTION ENGINEER IS RESPONSIBLE FOR CARRYING OUT DESIGN. DEVIATIONS FROM SUGGESTED CONNECTIONS MUST BE APPROVED BEFORE CONNECTION DESIGN IS SUBMITTED FOR REVIEW.
3. EDGE DISTANCE AND BOLTS SPACING SHALL BE PER AISC SPECIFICATIONS.
HIGH STRENGTH BOLTS (H.S.B.):
1. HIGH STRENGTH BOLTS SHALL CONFORM TO THE PROVISIONS OF THE "SPECIFICATION FOR STRUCTURAL JOINTS USING ASTM A325 OR A490 BOLTS", LATEST EDITION, AS APPROVED BY THE RESEARCH COUNCIL ON STRUCTURAL CONNECTIONS, & THE PROVISIONS OF THE K.B.C.
2. THE ASSEMBLY SURFACE, INCLUDING THOSE ADJACENT TO THE WASHER, SHALL BE FREE OF MILL SCALE, OIL, PAINT, OR OTHER COATINGS.
3. ALL HIGH STRENGTH BOLTS SHALL BE TIGHTENED TO A BOLT TENSION NOT LESS THAN THAT SPECIFICATION IN THE AISC MANUAL. FULL TENSIONING SHALL BE BY THE TURN OF THE NUT METHOD, BY A DIRECT TENSION INDICATOR, OR BY PROPERLY CALIBRATED WRENCHES. PROVIDE HARDENED WASHERS UNDER THE NUT OR BOLT HEAD, WHICHEVER IS THE ELEMENT TURNED IN TIGHTENING.
GENERAL NOTES:
1. TYPICAL NOTES & DETAILS ARE PROVIDED TO COVER GENERAL CONSTRUCTION CONDITIONS. THE CONTRACTOR SHALL FOLLOW THOSE DETAILS & NOTES PERTAINING TO THE SPECIFIC NATURE OF THE WORK TO BE PERFORMED.
2. NOTES & DETAILS ON THESE STRUCTURAL DRAWINGS SHALL APPLY UNLESS SPECIFICALLY SHOWN OR NOTED OTHERWISE. DETAILS ARE SHOWN IN DIAGRAMMATIC FORM AND ARE NOT TO BE SCALED (SEE ARCHITECTURAL DRAWINGS FOR DIMENSIONS, ELEVATIONS, SLOPES, FINISHES, ETC.). CONSTRUCTION DETAILS NOT SHOWN OR NOTED SHALL BE SIMILAR TO DETAILS SHOWN FOR SIMILAR CONDITIONS. ALL WORK OR CONSTRUCTION SHALL COMPLY WITH THE CURRENT BUILDING CODE AND ALL OTHER APPLICABLE REGULATIONS & SAFETY REQUIREMENTS.
3. DISCREPANCIES - IN THE EVENT OF A DISCREPANCY IN THE STRUCTURAL CONSTRUCTION DOCUMENTS, THE NOTE OR DETAIL UTILIZING THE STRICTER REQUIREMENT SHALL APPLY.
4. EXCAVATION, SHORING, & BRACING - IT SHALL BE THE CONTRACTOR'S SOLE RESPONSIBILITY TO DESIGN AND PROVIDE ADEQUATE SHORING, BRACING, FORM WORK, ETC., AS REQUIRED FOR PROTECTION OF LIFE & PROPERTY, TO SUPPORT ANY CONSTRUCTION LOADS, AND TO MAINTAIN ALL BUILDING COMPONENTS SAFELY IN PLACE PRIOR TO THEIR FINAL ASSEMBLY AND ANCHORAGE INTO THE COMPLETED STRUCTURE.
5. INSPECTIONS - ALL INSPECTION AND TESTING SHALL BE PERFORMED ACCORDING TO BUILDING CODE AND/OR MORE STRINGENT REQUIREMENTS OF THESE PLANS.
6. COORDINATION - REFER TO THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND ALL OTHER PERTINENT DRAWINGS FOR THE SIZE AND LOCATION OF PIPE, VENT, DUCT, AND OTHER OPENINGS & DETAILS NOT SHOWN ON THESE STRUCTURAL DRAWINGS. ALL DIMENSIONS SHALL BE CHECKED & COORDINATED BY THE CONTRACTOR.
7. SHOP DRAWINGS ARE AN AID FOR FABRICATION & INSTALLATION, AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS. THE GENERAL CONTRACTOR IS RESPONSIBLE TO MAKE CERTAIN THAT ALL CONSTRUCTION IS IN FULL AGREEMENT WITH THE LATEST STRUCTURAL DRAWINGS. SHOP DRAWING REVIEWS BY THE STRUCTURAL ENGINEER ARE FOR GENERAL CONFORMANCE WITH THE STRUCTURAL DRAWINGS AND DO NOT GUARANTEE THAT THE SHOP DRAWINGS ARE CORRECT.
STATEMENT OF SPECIAL INSPECTIONS
IN ACCORDANCE WITH THE 2013 KENTUCKY BUILDING CODE, THE OWNER WILL EMPLOY AN APPROVED INDEPENDENT INSPECTION/TESTING AGENCY AS DEFINED IN SECTION 1704 TO PERFORM INSPECTIONS DURING CONSTRUCTION ON THE TYPES OF WORK LISTED UNDER SECTION 1705. THE SPECIAL INSPECTION AGENCY WILL PROVIDE TESTING AND INSPECTION REPORTS TO THE STRUCTURAL ENGINEER OF RECORD. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING AND/OR CORRECTING DEFICIENCIES AS IDENTIFIED BY THE AGENCY. THE CONTRACTOR SHALL COORDINATE WITH THE AGENCY FOR ALL REQUIRED INSPECTIONS AND TESTING. REPORTS WILL BE PROVIDED FOR EACH DAYS INSPECTION. ALL NONCONFORMING ITEMS WILL BE BROUGHT TO THE CONTRACTORS ATTENTION, AND WILL BE RECORDED ON THE INSPECTION REPORT.
DELEGATED DESIGN OF BUILDING COMPONENTS:
1. DESIGN OF CERTAIN BUILDING COMPONENTS THAT ARE NOT CONSIDERED PART OF THE PRIMARY STRUCTURAL SYSTEM IS DELEGATED TO BE COMPLETED BY A SPECIALTY STRUCTURAL ENGINEER RETAINED BY THE CONTRACTOR. THESE COMPONENTS MAY INCLUDE BUT ARE NOT LIMITED TO STAIRS, COLD-FORMED STEEL FRAMING, PREENGINEERED TRUSSES, ARCHITECTURAL AND STRUCTURAL HEAVY TIMBER, HEAVY TIMBER DECKING, AND DESIGNATED EQUIPMENT SUPPORTS. THE DESIGN SHALL INCLUDE THE CONNECTIONS TO THE PRIMARY BUILDING FRAME WHERE APPLICABLE.
2. THE SPECIALTY STRUCTURAL ENGINEER SHALL DESIGN THE COMPONENT(S) AND ASSOCIATED CONNECTIONS, FOR THE LOADS AND DEFLECTION REQUIREMENTS INDICATED. THE REVIEW OF THE SHOP DRAWING SUBMITTAL BY THE STRUCTURAL ENGINEER SHALL ONLY BE TO VERIFY COMPLIANCE WITH DESIGN INTENT, APPLICATION OF LOADS SPECIFIED, AND REVIEW OF THE PRIMARY BUILDING FRAME TO RESIST THE LOADS IMPOSED BY THE COMPONENT CONNECTIONS.
COLD-FORMED STEEL (CFS) FRAMING:
1. ALL STRUCTURAL MEMBERS SHALL CONFORM TO THE AISI "SPECIFICATION FOR THE DESIGN OF COLD-FORMED STEEL STRUCTURAL MEMBERS," LATEST EDITION.
2. ALL COLD-FORMED METAL STUDS AND/OR JOISTS AND ACCESSORIES SHALL BE OF THE TYPE, SIZE, AND MINIMUM GAGE INDICATED.
3. A SPECIALTY STRUCTURAL ENGINEER LICENSED IN THE PROJECT STATE SHALL DESIGN THE CURTAIN WALL FRAMING INCLUDING THE ANCHORAGE TO THE PRIMARY STRUCTURAL FRAME AND SHALL PROVIDE SEALED CALCULATIONS AND SEALED SHOP DRAWINGS.
4. ALL STRUCTURAL MEMBERS SHALL BE FORMED FROM ZINC COATED STEEL, CORRESPONDING TO THE REQUIREMENTS OF ASTM A653, WITH A MINIMUM COATING OF G60.
5. STUDS SHALL BE CUT SQUARE AND PLACED TIGHT TO TRACKS WITH NO GAPS, EXCEPT AT DEFLECTION TRACK/CLIP LOCATIONS ABOVE NON-BEARING PARTITIONS.
6. THE FRAMING INSTALLER IS TO ENSURE PUNCHOUT ALIGNMENT WHEN ASSEMBLING LATERAL BRACING AND FIELD CUTTING STUDS TO LENGTH. LATERAL BRACING MUST BE INSTALLED AT THE TIME OF WALL ERECTION.
7. FASTENING OF COMPONENTS SHALL BE WITH SELF-DRILLING SCREWS OF SUFFICIENT SIZE TO ENSURE THE STRENGTH OF THE CONNECTION. WIRE TYING OF COMPONENTS IS NOT PERMITTED. SPLICES IN FRAMING COMPONENTS OTHER THAN THE RUNNER TRACK ARE NOT PERMITTED.
8. CURTAIN WALL FRAMING SHALL COMPLY WITH THE FOLLOWING:
A. STUDS SHALL BE AS REQUIRED BY DESIGN BUT NOT LESS THAN 18 GAGE. HEAVIER GAGE STUDS AND/OR REDUCED STUD SPACING AT BUILDING CORNERS MAY BE NECESSARY AS REQUIRED BY DESIGN TO ACCOMMODATE END-ZONE WIND PRESSURES.
B. INSTALLATION OF CURTAIN WALL FRAMING SHALL ACCOMMODATE DEFLECTION OF PRIMARY STRUCTURAL FRAMING USING DEFLECTION CLIPS AS INDICATED. DESIGN FRAMING SYSTEM TO ACCOMMODATE UPWARD AND DOWNWARD MOVEMENT OF PRIMARY STRUCTURE AS INDICATED.
C. CURTAIN WALL FRAMING SHALL BE DESIGNED FOR HORIZONTAL WIND PRESSURES PER THE GOVERNING BUILDING CODE FOR COMPONENTS AND CLADDING LOADING. DESIGN CURTAIN WALL FRAMING TO ACCOMMODATE HORIZONTAL DEFLECTION WITHOUT REGARD FOR CONTRIBUTION OF SHEATHING MATERIALS.
D. LIMIT OUT-OF-PLANE DEFLECTION TO H/600 AT WALLS WITH MASONRY VENEER, OR H/480 AT WALLS WITH NON-MASONRY VENEER.
E. CURTAIN WALL FRAMING SHALL BE DESIGNED TO INCLUDE THE WEIGHT OF ALL WALL FINISH MATERIALS.
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ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
S-000
GENERAL
2019-1576
LEA
MSC
8/23/2019
95%
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2701
STRUCTURAL
No.
Description
Date
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APPLICABLE CODES(KENTUCKY-2018)
LIFE SAFETY
2013 KENTUCKY BUILDING CODE (KBC) (815 KAR 7:120)(MODEL CODE: 2012 INTERNATIONAL BUILDING CODE)
2012 INTERNATIONAL FIRE CODE(NEW CONSTRUCTION IN BUILDINGS WHERE SPECIFICALLY REFERENCED IN THE KBC, ONLY)
ACCESSIBILITY
CHAPTER 11 - ACCESSIBILITY(2013 KENTUCKY BUILDING CODE)
ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES(ICC/ANSI A117.1, 2009 EDITION)
PLUMBING
KENTUCKY STATE PLUMBING LAW, REGULATIONS AND CODE(815 KAR CHAPTER 20)
FUEL GAS
NATIONAL FUEL GAS CODE(MODEL CODE: 2009 NFPA 54)
MECHANICAL
2012 INTERNATIONAL MECHANICAL CODE
ELECTRICAL
NATIONAL ELECTRICAL CODE(MODEL CODE: 2014 NFPA 70)
ENERGY
2012 INTERNATIONAL ENERGY CONSERVATION CODE(COMCHECK PER ASHRAE 90.1-2010)
CODE REQUIREMENTS FOR OCCUPANCIES:
1. THE ENTIRE BUILDING IS CONSIDERED AN "M" OCCUPANCY. (KBC-309.1)
CODE REQUIREMENTS FOR HEIGHT AND AREA:
1. THE BUILDING HAS 100 PERCENT OF ITS PERIMETER ON A PUBLIC WAY OR OPEN SPACE HAVING WIDTH OF NOT LESS THAN 20 FEET. (KBC-506.2)2. NO INCIDENTAL USES EXIST WITHIN THE BUILDING. (KBC-509, TABLE 509)
CODE REQUIREMENTS FOR CONSTRUCTION TYPE:
1. THE ENTIRE BUILDING IS CONSIDERED A "II-B" CONSTRUCTION TYPE. (KBC-602.2, TABLE 601)
CODE REQUIREMENTS FOR FIRE RATINGS:
1. BUILDING ELEMENTS. NO RATINGS REQUIRED. (KBC-TABLE 601, 704.1)2. EXTERIOR WALLS. NO RATINGS REQUIRED. ALL FIRE SEPARATION DISTANCES EXCEED 30' MINIMUM. (KBC-TABLE 602, 705.2.1, 705.5)3. EXTERIOR WALL OPENINGS. NO RATINGS OR PROTECTIONS REQUIRED. ALL FIRE SEPARATION DISTANCES EXCEED 30' MINIMUM. (KBC-TABLE 705.8) 4. FIRE WALLS NONE REQUIRED. NOT APPLICABLE. (KBC-706)5. FIRE BARRIERS. NONE REQUIRED. NOT APPLICABLE. (KBC-707)6. FIRE PARTITIONS. NONE REQUIRED. NOT APPLICABLE. (KBC-708)7. SMOKE BARRIERS. NONE REQUIRED. NOT APPLICABLE. (KBC-709)8. SMOKE PARTITIONS. NONE REQUIRED. NOT APPLICABLE. (KBC-710)9. HORIZONTAL ASSEMBLIES. NONE REQUIRED. NOT APPLICABLE. (KBC-711)10. VERTICAL OPENINGS. NONE REQUIRED. NOT APPLICABLE. (KBC-712) 11. SHAFT ENCLOSURES. NONE REQUIRED. NOT APPLICABLE. (KBC-713)12. PENETRATIONS. NONE REQUIRED. NOT APPLICABLE. (KBC-714) 13. JOINT SYSTEMS. NONE REQUIRED. NOT APPLICABLE. (KBC-715)14. OPENING PROTECTIVES. NONE REQUIRED. NOT APPLICABLE. (KBC-716)
CODE REQUIREMENTS FOR FIRE SPRINKLER:
CODE REQUIREMENTS FOR FIRE ALARM/DETECTION:
1. A FIRE SPRINKLER SYSTEM IS NOT REQUIRED FOR THIS "M" OCCUPANCY. (KBC-903.2.7)
1. A FIRE ALARM AND DETECTION SYSTEM IS NOT REQUIRED FOR THIS "B" OCCUPANCY. (KBC-907.2.7)
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ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
G-001
CODES
2019-1576
LEA
MSC
8/23/2019
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2701
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12" THICKENED SLABWITH 3)#5 CONTINUOUS
AND #5 CROSS BARS AT 12" O.C.
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5" 4,000PSI SLAB OVER 10MIL REINFORCED TAPED/SEALED VAPOR BARRIER OVER 6"CLEAN COMPACTED #57 CRUSHED STONE
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OLU
MN
RE-ENTY BARSTYPICAL AT PIERS
POUR THROUGH AT DOOR,TYPICAL
HS
S6X
3X
3/1
6(E
L: 100' -
0")
5" Foundation Slab
97' - 6"
TYPICAL
97' - 6"
6
A-305
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
S-100
FOUNDATION
PLAN
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
STRUCTURAL
A-300 SCALE: 1/4" = 1'-0"1 FOUNDATION PLAN
No.
Descriptio
nD
ate
FOOTING SCHEDULE
MARK LENGTH WIDTH DEPTH REINFORCEMENT
F1 5' - 0" 4' - 0" 1' - 0" 4)#5 LONG T/B, 5)#5 SHORT T/B - STANDARD HOOK ONTOP BARS
F2 3' - 0" 3' - 0" 1' - 0" 4)#5 EACH WAY
SF1 60' - 3" 2' - 6" 1' - 0" 3)#5 CONTINUOUS WITH #5@12" CROSS BARS. RUNCONTINUOUS BARS THROUGH COLUMN FOOTINGS
-
2 1/2" 3"
6"
8"
Ø5/8" ANCHOR RODS
11 3
/4"
1 1
/2"
1 1/2"
1 3
/4"
1 3
/4"
4"
2 1/2" 3"
1 3
/4"
1 3
/4"
6"
8 1/2"
Ø5/8" ANCHOR RODS
SE
E P
LA
N
1 1/2"
4"
2 1/2" 3"
1 3
/4"
1 3
/4"
6"
8"
Ø5/8" ANCHOR RODS
1 1/2"
SE
E P
LA
N
4"
1 3/4" 1 3/4"
2 1
/2"
3"
2' -
0 1
/2"
6"
Ø3/4" ANCHOR RODS
1 1
/2"
8 1
/4"
SEE PLAN
SIDE WALL
1' -
0 1
/4"
1 3/4" 1 3/4"
2 1
/2"
3"
1' -
7"
6"
Ø3/4" ANCHOR RODS
SIDE WALL
8 1
/4"
SEE PLAN
1 1
/2"
1' -
0 1
/4"
SIDE WALL
SEE PLAN
3 1/2"
1 3/4"
3"
Ø5/8" ANCHOR RODS
1 1
/2"
2 1
/2"
SEE PLAN
4"
EN
D W
ALL
SE
E P
LA
N
3 1
/2"
1 3
/4"
3"
Ø5/8" ANCHOR RODS
1 1/2"2 1/2"
4"
3
D
3"
1' -
0 1
/4"
OUTSIDE FACE OF GRADE BEAM
1 1/2"X1 1/2" NOTCH FORWALL PANEL
6)#6 VERTICAL
9 1
/2"
2' -
3 1
/2"
PEMB BASE PLATE
4) 3/4" F1554 GR36 ANCHOR RODS WITH 18" EMBEDMENT AND 3" PROJECTION. PROVIDE NUT & LARGE hd WASHER TACK WELDED BOTTOM
4 1/4" 3 1/2"
4)#4 TIES WITH 2 AT TOP
4)#4 DOWELS AT TIE SPACING
3' -
3"
5' -
0"
4' - 0"
#5 HAIRPIN BAR
4
A
OUTSIDE FACE OF GRADE BEAM
1 1/2"X1 1/2" NOTCH FORWALL PANEL
6)#6 VERTICAL
PEMB BASE PLATE
4) 3/4" F1554 GR36 ANCHOR RODS WITH 18" EMBEDMENT AND 3" PROJECTION. PROVIDE NUT
& LARGE hd WASHER TACK WELDED BOTTOM
4)#4 TIES WITH 2 AT TOP
4)#4 DOWELS AT TIE SPACING
5' -
0"
4' - 0"
1' -
0 1
/4"
3"
4 1/4" 3 1/2"
#5 HARPIN BAR
5
A
5"
2' -
7"
3' -
0"
3' - 0"
2' - 0" 1' - 0"
OUTSIDE FACE OF GRADE WALL
PEMB BASE PLATE
4) 3/4" F1554 GR36 ANCHOR RODS WITH 12" EMBEDMENT AND 3"
PROJECTION. PROVIDE NUT & LARGE HD WASHER TACK WELDED BOTTOM
4)#6 VERTICAL
4)#4 TIES WITH 2 AT TOP
5
B
1' - 0"
3' - 0"
9 1/2"
3' -
0"
OUTSIDE FACE OF GRADE WALL
1 1/2"X1 1/2" NOTCH FORWALL PANEL
PEMB BASE PLATE
4) 3/4" F1554 GR36 ANCHOR RODS WITH 12" EMBEDMENT AND 3"
PROJECTION. PROVIDE NUT & LARGE HD WASHER TACK WELDED BOTTOM
4)#6 VERTICAL
4)#4 TIES WITH 2 AT TOP
1 1/2"
#5 HAIR PIN BAR
1
D
2' - 6"
7" 1' - 4" 7"
5"
3' - 0"
3' -
0"
5 1
/4"
1' -
1 1
/4"
1' -
5 1
/2"
9 1
/2"
1 1
/2"
1 1/2"
GRADE BEAM
FOUNDATION WALLON STRIP FOOTING
OUTSIDE FACE OF GRADE WALL
1 1/2"X1 1/2" NOTCH FORWALL PANEL
PEMB BASE PLATE
4) 3/4" F1554 GR36 ANCHOR RODS WITH 12" EMBEDMENT AND 3" PROJECTION. PROVIDE NUT & LARGE HD WASHER TACK WELDED BOTTOM
4)#6 VERTICAL
4)#4 TIES WITH 2 AT TOP
OUTSIDE FACE OF GRADE BEAM1
C
7" 1' - 4" 7"
2' - 6"5" 1"
1' - 0"
3' -
0"
FOUNDATION WALLON STRIP FOOTING
OUTSIDE FACE OF GRADE WALL
1 1/2"X1 1/2" NOTCH FORWALL PANEL
PEMB BASE PLATE
4) 3/4" F1554 GR36 ANCHOR RODS WITH 12" EMBEDMENT AND 3" PROJECTION. PROVIDE NUT & LARGE HD WASHER TACK WELDED BOTTOM
4)#6 VERTICAL
4)#4 TIES WITH 2 AT TOP
#5 HAIRPIN BAR
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
S-101
PEMB BASE
PLATES &PIER DETAILS
2019-1576
MSC
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
STRUCTURAL
No.
Descriptio
nD
ate
SCALE: 1 1/2" = 1'-0"
1 PEMB BASE PLATE A NEW
SCALE: 1 1/2" = 1'-0"
2 PEMB BASE PLATE B NEW
SCALE: 1 1/2" = 1'-0"
3 PEMB BASE PLATE C NEW
SCALE: 1 1/2" = 1'-0"
4 PEMB BASE PLATE D NEW
SCALE: 1 1/2" = 1'-0"
5 PEMB BASE PLATE E NEW
SCALE: 1 1/2" = 1'-0"
6 PEMB BASE PLATE F NEWSCALE: 1 1/2" = 1'-0"
7 PEMB BASE PLATE G NEW
S-100 SCALE: 1" = 1'-0"
9 TYPICAL PIER AT PEMB BASE PLATE D
S-100 SCALE: 1" = 1'-0"8 TYPICAL PIER AT PEMB BASE PLATE E
S-100 SCALE: 1" = 1'-0"
10 TYPICAL PIER AT PEMB BASE PLATE B - LINE 5
S-100 SCALE: 1" = 1'-0"11 TYPICAL PIER AT PEMB BASE PLATE C - LINE 5
S-100 SCALE: 1" = 1'-0"12 TYPICAL PIER AT PEMB BASE PLATE A - LINE 1
S-100 SCALE: 1" = 1'-0"13 TYPICAL PIER AT PEMB BASE PLATES B & C - LINE 1
-
1 2
A
B
C
D
6
S-301
FUTURE OFFICE SPACE
30
4
S-301
R @ 6 15/16"19
1
S-301
S-1052
S-1052
5
A-305
WIT
H 3
/ 4"
T&
G F
IRE
TR
EA
TE
D P
LY
WO
OD
SU
B-F
LO
OR
12
" 14
GA
LIG
HT
GA
GE
JO
IST
S @
16
" O
.C. -
PR
OV
IDE
16
GA
CR
IPP
LE
ST
UD
S A
T E
AC
H E
ND
WITH 3/4" T&G FIRE TREATED PLYWOOD SUB-FLOOR
6" 16GA LIGHT GAGE JOISTS @ 16" O.C.
HSS12X3X3/16(EL: 111' - 4")
HSS12X3X3/16(EL: 111' - 4")
C12X
20.7
ST
RIN
GE
R
C12X
20.7
ST
RIN
GE
R
CONCRETE FILLED PAN STAIR TREAD WITH RISER
1 1
/4"
4 1/2"
9 1
/2"
1"
3/16"
1"
1 1
/4"
3/8" BASE PLATE
1/2" TAPCON OR EQUALSCREW-IN ANCHORS W/3" EMBEDMENT
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35
Pu
bli
c S
qu
are
•E
liza
bet
hto
wn
, K
Y •
427
01
Off
ice:
(27
0)
73
7-4
22
6 •
Fa
x:
(270
) 73
7-0
44
1
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
S-105
2ND FLOOR
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
STRUCTURAL
No.
Description
Date
A-305 SCALE: 1/4" = 1'-0"
1 MEZZANINE - STRUCTURAL
S-105 SCALE: 1 1/2" = 1'-0"
2 LANDING SUPPORT BASE PLATE
-
T/SLAB100' - 0"
D
9 1/2"
RIGID INSULATION
4" CLEAN CRUSHED#57 STONE
2' -
6"
8)#5x24" DOWELS
EXTERIOR PAVEMENT
3)#5 CONTINUOUS(TOP BAR DROPED)
#4@18" O.C.
5" SLAB
WWF
SLOPE 1/2" AT OVERHEAD DOOR ISOLATION JOINT
T/SLAB100' - 0"
9 1/2"
5" SLAB(SEE PLAN)
2" RIGID INSULATION
4" CLEAN #57CRUSHED STONE
3) #5 CONT. WITH#4 HOOK TIES AT 18" O.C.
4"
GRADE 5% SLOPEMINIMUM
1 1/2"1 1/2"
T/SLAB100' - 0"
5
8' - 3 7/8"
METAL GRALVANIZED/BANDEDGRATING
1' -
7"
ETHANOL STORAGE #2
14
1' -
6"
6"
6' - 0"
HSS6X3X3/16 GALVANIZED
EM
BE
DM
EN
T
ALL ANCHOR RODS: F1554 GRADE 36
3"
1' - 0"
CONSTRUCTION JOINT, WALL FACE, OR COLUMNCORNER
#4 x 3'-0" TOP & BOTTOM
#4 x 5'-0" TOP & BOTTOM
SLAB ON GRADE
T/SLAB100' - 0"
1
5" SLAB(SEE PLAN)
2" RIGID INSULATION
4" CLEAN #57CRUSHED STONE
6) #4 CONT.
GRADE 5% SLOPEMINIMUM
4"
2' -
6"
1' -
0"
2' - 6"
1 1
/2"
#4 @ 18" O.C.
3) #5 CONT. WITH #5 CROSS BARS AT 12" O.C.
7" 1' - 4" 7"
6" 16GA LOAD BEARING STUDS
ANCHOR 6" TRACK WITH1/2" "TAPCON" TYPE SCREWSAT 4'-0" O.C., TYP. AT LOAD BEARING WALLS
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
S-300
SECTIONS
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
STRUCTURAL
S-100 SCALE: 3/4" = 1'-0"1 POUR-THROUGH @ OVERHEAD DOOR
S-100 SCALE: 3/4" = 1'-0"2 GRADE BEAM SECTION, TYP. LINE A, D & 5
No.
Descriptio
nD
ate
S-100 SCALE: 3/4" = 1'-0"3 PIT SECTION
SCALE: 1 1/2" = 1'-0"
5 TYPICAL ANCHOR ROD EMBEDMENTSCALE: 1/2" = 1'-0"
6 TYPICAL RE-ENTRY REINFORCINGS-100 SCALE: 3/4" = 1'-0"
4 FOUNDATION WALL AT COLUMN LINE 1
-
T/SLAB100' - 0"
T/STEEL118' - 0"
1
2ND FLOOR111' - 0"
S-3012
S-3013
15' - 0 1/8"
1' -
0"
2' - 0"
12" x 24" THICKENED SLAB@ BEARING WALL,WITH
3) #5 CONTINUOUS, AND #5 @ 18" O.C.
15' - 6 1/4"
2ND FLOOR111' - 0"
12" 14 GA TRACK
3/4" FIRE TREATEDT&G PLYWOOD
SUBFLOOR
12" 14GA FLOOR JOIST @ 16" O.C.
HSS6X3X3/16
6" TOP TRACK
6" 16GA METALSTUDS @ 16" O.C.
6" TRACK
6" 16GA METALSTUDS @ 16" O.C.
12" LONG 6" 16GA STUDSQUASH BLOCK @ EACH JOIST END, TYP
1
2ND FLOOR111' - 0"
3/4" FIRE TREATEDT&G PLYWOODSUBFLOOR
12" 14GA FLOOR JOIST @ 16" O.C.
HSS6X3X3/16
6" TOP TRACK
METAL BUILDING INSULATION
12" 14 GA TRACK
6" 16GA METALSTUDS @ 16" O.C.
6" TRACK
6" 16GA METALSTUDS @ 16" O.C.
12" LONG 6" 16GA STUDSQUASH BLOCK @ EACH
JOIST END, TYP
T/SLAB100' - 0"
T/STEEL118' - 0"
C
2ND FLOOR111' - 0"
6
S-301
5' - 6"
HSS12X3X3/16
3/4" FIRE-TREATEDT&G PLYWOOD
S-3015
2ND FLOOR111' - 0"
14GA BENT PLATE
6" 14GA METAL JOISTS @ 16" O.C.
HSS12X3X3/16
3/4
"
3/4" FIRE-TREATEDT&G PLYWOOD SUB
FLOOR
1 1/2" SCHED 40 RAILING
RA
ILIN
G H
EIG
HT
3' -
6"
T/SLAB100' - 0"
T/STEEL118' - 0"
2
2ND FLOOR111' - 0"
4
S-301
NOTCH
3' - 0"
1' - 1 1/8"
10
' - 4
"
S-3017
1 1/2" SCHED 40RAILING
6" 16GA METAL STUD WALLWITH 5/8 FIRE RATED GYPBOARD & 6" INSULATION
S-3018
CONCRETE FILLED PAN STAIR
INSULATION NOT SHOWN FOR CLARITY
6" 18GA METAL STUD WALLWITH 5/8 GYP BOARD
& 6" INSULATION
HSS3-1/2X3-1/2X1/4
2
2ND FLOOR111' - 0"
4 3
/4"
6" 14GA JOISTS @ 16" O.C.
NOTCH
3' - 0"3/4" FIRE TREATED T&GPLYWOOD SUB FLOOR
HSS12X3X3/16
HSS3-1/2X3-1/2X1/4W/ 3/8" CAP
BOTH SIDES
3/8
"
5" 3X3X1/8 BENT PLATE CLIPSWELDED TO TUBE @ 16" O.C.
5"
INSULATION NOT SHOWN FOR CLARITY
SUPPLY 1/4" CLOSURE PLATE, GRIND SMOOTH
CONCRETE FILLEDPAN STAIR BEYOND
2ND FLOOR111' - 0"
4"
5" 3X3X1/8 BENT PLATE CLIPSWELDED TO TUBE @ 16" O.C.
4 3
/4"
HSS6X2X3/16
HSS12X3X3/16
6" 14GA JOISTS@ 16" O.C.
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
S-301
STAIR &
LANDINGSECTIONS
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
STRUCTURAL
No.
Descriptio
nD
ate
A-100 SCALE: 1/4" = 1'-0"
1 OFFICE, CONFERENCE/BREAK ROOM SECTIONS-301 SCALE: 1" = 1'-0"
2 DETAIL @ INTERNAL BEARING WALL
S-301 SCALE: 1" = 1'-0"
3 DETAIL @ EXTERNEL BEARING WALLA-105 SCALE: 1/4" = 1'-0"4 LANDING SECTION
S-301 SCALE: 1" = 1'-0"
5 LANDING SECTION DETAIL
A-105 SCALE: 1/4" = 1'-0"
6 Section 13
S-301 SCALE: 1" = 1'-0"
7 LANDING @ STAIR WALLS-301 SCALE: 1" = 1'-0"
8 LANDING @ BEARING WALL
-
UP
1 2 3 4 5
A
B
C
D
25' - 0" 25' - 0" 25' - 0" 25' - 0"
20
' - 0
"2
0' -
0"
20
' - 0
"
100' - 0"
6' - 0"14' - 5 5/8"
29
' - 0
1/4
"
15' - 0"
15
' - 0
"
13
' - 3
3/8
"
12
' - 0
"1
7' -
9 3
/4"
10'-0"X12'-0" OH DOOR
36"X60"
36"X
60"
36"X
60"
36"X
60"
36"X
60"
36"X
60"
6' - 0"
36"X60"
36"X
60"
GRAY & RED WALLS TO DECK & INSULATED(ETHANOL STORAGE WALLS DO NOT GO TO DECK)
23
' - 3
1/4
"
9' - 6 3/4"
1
A-305
4' -
0 1
/2"
ENTRANCE VESTIBULE
1
OFFICE
2
CONFERENCE
3
BREAK ROOM
4
CORRIDOR
5
WOMEN'S ROOM
6
MEN'S ROOM
7
UTILITY
8
FUTURE LAB
9
1653 SF
PROCESSING ROOM
10
PROCESS UTILITY
11
BULK HEMP STORAGE
12
ETHANOL STORAGE #2
14
SHIPPING/RECEIVING
15
5' -
6"
5' -
6"
4' -
9"
5' -
6"
CLOSET
16
3
2 18
17
15
14
13
16
1
4
5
7
6
8 9
22
21
1919
4' -
0"
1' -
3 7
/8"
A-405
1
A-405 2A-405
3
A-4054
A-4055
MAPES CANOPY LUMISHADEOR EQUAL
10' - 0"
10
' - 0
"
12
SINKWATER HEATER
MOP SINK
SINK
6' -
2 3
/8"
7 1
/4"
6' -
6 3
/8"
10' - 0"
10
' - 0
"
6' -
0"
6' - 0"
MAPES CANOPY LUMISHADEOR EQUAL
ETHANOL STORAGE #1
13
29' - 8 3/8" 29' - 3 3/8"
10
' - 0
"
18' - 7 7/8" 10' - 7 1/2"
27' - 4 3/8"
44
' - 0
7/8
"
43' - 8 5/8"
9' - 6"
6' - 0"
2
A-305
7' - 0"
1
S-301
5
A-305
11
4
A-305
1
A-305
6
A-305
FIRE RATED WALLSTO 9'-1 1/4" ONLY
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
A-100
FLOOR PLAN
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
ARCHITECTURAL
A-300 SCALE: 1/4" = 1'-0"
1 FLOOR PLAN
No.
Descriptio
nD
ate
-
1 2
A
B
C
D
6
S-301
FUTURE OFFICE SPACE
30
3/4" FIRE-TREATED T&GPLYWOOD ON 12" 14GALIGHT GAGE METAL JOISTS
LANDING @ 11'-0" AFF
R @ 6 15/16"1914' - 5 5/8"
58
' - 0
3/4
"
4
S-301
1
S-301
5
A-305
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
A-105
2ND FLOOR
PLAN
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
ARCHITECTURAL
No.
Descriptio
nD
ate
A-305 SCALE: 1/4" = 1'-0"
1 2ND FLOOR
-
1 2 3 4 5
A
B
C
D
1
A-305
FUTURE LAB
9
BULK HEMP STORAGE
12
PROCESSING ROOM
10
BREAK ROOM
4
CORRIDOR
5
CONFERENCE
3
OFFICE
2
PROCESS UTILITY
11
SHIPPING/RECEIVING
15
ETHANOL STORAGE #2
14
ENTRANCE VESTIBULE
1
CLOSET
16
MEN'S ROOM
7
WOMEN'S ROOM
6
UTILITY
8
NO CEILING
A-405
1
A-405 2A-405
3
A-4054
6
S-301
NO CEILING
NO CEILING
NO CEILING
2
A-305
4
S-301
1
S-301
GYP BOARD CEILING @ 9'-0" A.F.F.(2 LAYERS 5/8" FIRERATED GYP BOARD)
GYP BOARD CEILING @ 9'-0" A.F.F.(2 LAYERS 5/8" FIRE RATED GYP BOARD)
NO CEILING
NO CEILING
GYP BOARDCEILINGS @8'-0" A.F.F.
2' X 2' ACT@ 8'-6" A.F.F.
2' X 2' ACT@ 8'-6" A.F.F.
5
A-305
GYP BOARD CEILING@ 8'-0" A.F.F.
4
A-305
ETHANOL STORAGE #1
13
6
A-305
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
A-110
REFLECTED
CEILING PLAN
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
ARCHITECTURAL
No.
Descriptio
nD
ate
A-300 SCALE: 1/4" = 1'-0"
1 REFLECTED CEILING PLAN
-
T/SLAB100' - 0"
T/STEEL118' - 0"
A B C D123' - 0 11/16"
5' - 6" 5' - 6" 4' - 9" 5' - 6"
6
S-301
MAPES CANOPY LUMISHADE OR EQUAL
30' - 5 7/8"
T/SLAB100' - 0"
T/STEEL118' - 0"
1
2345
6' - 0 1/2"
T/SLAB100' - 0"
1
2 3 4 5
6' - 0 1/2"5
' - 5
3/4
"5
' - 0
"5
' - 1
"7
' - 5
"
22
' - 1
1 3
/4"
4' -
8"
7' -
4"
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
A-300
ELEVATIONS
& 3D VIEW
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
ARCHITECTURAL
SCALE: 1/8" = 1'-0"
1 WEST
SCALE: 1/8" = 1'-0"
2 NORTH
SCALE: 1/8" = 1'-0"
3 SOUTH
SCALE:
4 3-D VIEW
No.
Descriptio
nD
ate
MAPES CANOPY LUMISHADEOR EQUAL
-
T/SLAB100' - 0"
D
3 5/8" METAL STUDS @ 16" O.C.
2) LAYERS OF 5/8" FIRE RATED GYP BOARD
8" GIRT, BY METALBUILDING MFGR.
METAL BLDGEXTERIOR PANEL
FOUNDATION WALLSEE STRUCTURAL
BUILDING INSULATION
PROVIDE 1/2" GAP TO DECK. FILL GAP WITH FIRE-RATED FOAM
RESINOUS EPOXY BASE
SEALED CONCRETE
T/SLAB100' - 0"
T/STEEL118' - 0"
5/8" FIRE RATED GYP BOARD
5/8" FIRE RATED GYP BOARD
BUILDING INSULATION
6" 16GA METAL STUDS@ 16" O.C.
A-3053
SIM
PARTITIONS PARALLEL TO DECK FLUTES
1HR FIRE-RATINGSCONSTRUCT PER UL DESIGN HW-D-0587
PARTITIONS PERPENDICULAR TO DECK FLUTES
1HR FIRE-RATINGSCONSTRUCT PER UL DESIGN HW-D-0577
CONTINUOUS STEEL STRAP
DEFLECTION TRACK
PACKING MATERIALS IN VOID BEYOND
FIRE-RATED JOINT ASSEMBLY CONSISTING OF SLOTTED TRACK WITH OVERLAPPING GYPSUM BOARD (NUMBER OF GYP. BOARD LAYERS VARIES PER DESIGN)
FIRE SAFINGINSULATION
1" 1"
FIRE SAFINGINSULATION
FIRE SAFING INSULATION
T/SLAB100' - 0"
T/STEEL118' - 0"
5/8" FIRE RATED GYP BOARD
6" INSULATION
5/8" FIRE RATED GYP BOARD
6" 18GA METAL STUDS@ 16" O.C.
BUILDINGINSULATION A-305
3SIM
T/SLAB100' - 0"
2
2ND FLOOR111' - 0"
7" / 1
2"
3' - 6"
A-3053
SIM
5/8" GYP BOARDBOTH SIDES
6" 18GA METALSTUDS @ 16"
O.C.
FIRE RATED DOOR
5/8" FIRE RATED GYP BOARD BOTHSIDES
9/16" METAL DECK ON 8" 20GA JOISTS @ 16" O.C.
6' TRACK
8' -
0"
T/SLAB100' - 0"
C
9' AFF109' - 0"
2) LAYERS 5/8" FIRE RATED GYP BOARD CEILING
9/16" METAL DECKINGON 8" 20GA JOISTS @16" O.C.
1X6 POPLAR TRIM
5/8" FIRE RATED GYP BOARD BOTH SIDES
6" 18GA METAL STUDS@ 16" O.C.
6" INSULATION
6" TOP TRACK
6" TRACK
8" TRACK
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
A-305
WALL
SECTIONS
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
ARCHITECTURAL
No.
Descriptio
nD
ate
A-100 SCALE: 3/4" = 1'-0"1 FIRE RATED EXTERIOR WALL SECTION
A-100 SCALE: 3/4" = 1'-0"2 PROCESSING ROOM WALL SECTION
A-305 SCALE: 3" = 1'-0"
3 INTERSECTION OF FIRE-RATED PARTITION WITH METAL DECK ABOVE
A-100 SCALE: 3/4" = 1'-0"4 FIRE RATED WALL SECTION
A-100 SCALE: 3/4" = 1'-0"5 CLOSET SECTION
A-100 SCALE: 3/4" = 1'-0"
6 ETHANOL STORAGE WALL SECTION
DETAILS TO BE DETERMINEDNEED TO DISCUSS PEMB INSULATION INSTALL
-
3'-3"
5'-0" MIN. CLEAR
8" 1'-6"
2'-0"
3'-0"
1'-0" 3'-6" 3'-0" 6"
17"-
19"
1'-2"
4'-0" 5'-6"
2'-10"
1'-3"
MIN
.
4'-0"
MA
X.
3'-4"
3'-8"
HIG
H C
ON
TR
OL
3'-4"
3'-0"
MA
X. S
PO
UT
3'-2"
MIN
. S
PO
UT
3'-7"
MA
X. S
PO
UT
3'-8"
HA
ND
LE
3'-8"
DO
OR
PU
LL
3'-4"
3'-0"
5'-0"
2'-9-1
/2"
1'-6"
3'-3"
AD
A W
AT
ER
CLO
SE
T
TO
ILE
T P
AP
ER
DIS
PE
NS
ER
GR
AB
BA
RS
RE
ST
RO
OM
ST
ALL
SA
NIT
AR
Y N
AP
KIN
VE
ND
OR
MIR
RO
R, C
EN
TE
RE
D O
N L
AV
AT
OR
YA
DA
LA
VA
TO
RY
CO
NT
RO
LS
FO
R A
LL IT
EM
ST
O B
E L
OC
AT
ED
WIT
HIN
TH
ISA
RE
A U
NLE
SS
NO
TE
D O
TH
ER
WIS
E
ELE
CT
RIC
HA
ND
DR
YE
R
AD
A W
AT
ER
CLO
SE
T
GR
AB
BA
RS
RE
ST
RO
OM
ST
ALL
AD
A C
OA
T H
OO
K/R
OD
CO
AT
HO
OK
/RO
DT
YP
ICA
L H
EIG
HT
PR
OV
IDE
(1)
AT
EA
CH
LO
CA
TIO
N
AD
A T
RA
P W
RA
PH
W, C
W, A
ND
DR
AIN
LIN
ES
NOTE:
ALL INSTALLATIONS SHALL COMPLY WITH ALL CURRENT GOVERNING CODES
AND REQUIREMENTS FOR ACCESSIBILITY AND MOUNTING HEIGHTS,
INCLUDING IBC, ADA, ANSI A117.1, ETC.
AD
A E
LE
CT
RIC
WA
TE
R C
OO
LE
R
ELE
CT
RIC
WA
TE
R C
OO
LE
RO
R W
AT
ER
FO
UN
TA
IN
OR
WA
TE
R F
OU
NT
AIN
FIR
E E
XT
ING
UIS
HE
R W
/ B
RA
CK
ET
FIR
E E
XT
ING
UIS
HE
R W
/ C
AB
INE
T
PA
PE
R T
OW
EL D
ISP
EN
SE
R
MO
P H
AN
GE
R
DIA
PE
R C
HA
NG
ING
ST
AT
ION
SA
NIT
AR
Y N
AP
KIN
DIS
PO
SA
L
TO
ILE
T P
AP
ER
DIS
PE
NS
ER
SA
NIT
AR
Y N
AP
KIN
DIS
PO
SA
L
ST
AN
DIN
G/T
ALLE
R H
EIG
HT
TY
PIC
AL/L
OW
ER
HE
IGH
T
TO
TO
P O
F H
OR
IZ. S
UR
FA
CE
T/SLAB100' - 0"
2
ADA GRABBARS
TOILET TISSUEDISPENSER
TOILET
GYP BDCEILING
8' AFF108' - 0"
T/SLAB100' - 0"
ADA GRAB BARS
TOILET TISSUE DISPENSER
SANITARY NAPKINDISPOSAL (WOMEN'SROOM ONLY)
TOILET
GYP BDCEILING
8' AFF108' - 0"
T/SLAB100' - 0"
2
GYP BDCEILING
8' AFF108' - 0"
MIRROR
WALL MOUNT SINK
PAPER TOWELDISPENSER
TRASH CAN
T/SLAB100' - 0"
MIRROR
WALL MOUNT SINK
GYP BDCEILING
8' AFF108' - 0"
PAPER TOWEL DISPENSER
2
A-405
1
A-405 2A-405
3
A-4054
MEN'S ROOM
7
WOMEN'S ROOM
6
SUPPLY SHELVING
ADA GRAB BARS
WALL MOUNT SINK
TOILET TISSUEDISPENSER
TOILET
ADA GRAB BARS
WALL MOUNT SINK TOILET TISSUE
DISPENSER
TOILET
PAPER TOWEL DISPENSER
PAPER TOWEL DISPENSER
TRASH CAN
TRASH CAN
PROJECT
DATE
CHECKED
DRAWN
STA
MP
HE
RE
(NO
T F
OR
CO
NST
RU
CT
ION
)
RE
VIS
ION
S
35 P
ub
lic
Squ
are
•E
liza
bet
hto
wn
, K
Y •
42
70
1
Off
ice:
(2
70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
A-405
RESTROOM
SECTIONS,PLAN &
ACCESSORYHEIGHTS
2019-1576
LEA
MSC
8/23/2019
95%
RE
VIE
W D
OC
S
SP
EC
TR
AL
EA
F
170 B
UD
CO
LA
NE
EL
IZA
BE
TH
TO
WN
, K
Y 4
2701
ARCHITECTURAL
No.
Descriptio
nD
ate
SCALE: 1/4" = 1'-0"
6 TYPICAL RESTROOM ACCESSORY HEIGHTS
A-100 SCALE: 1/2" = 1'-0"
1 RESTROOM ELEVATION 1A-100 SCALE: 1/2" = 1'-0"
2 RESTROOM ELEVATION 2A-100 SCALE: 1/2" = 1'-0"
3 RESTROOM ELEVATION 3A-100 SCALE: 1/2" = 1'-0"
4 RESTROOM ELEVATION 4
NOTE: ELEVATIONS SHOWN ARE AT WOMEN'S RESTROOM. MEN'S ROOM ACCESSORY PLACEMENT IS MIRRORED
A-100 SCALE: 1/2" = 1'-0"5 ENLARGED RESTROOM PLAN
-
JACK STUDS
HEADER, SIZE & GAUGE AS REQUIRED
STIFFENING PLATE
TYPICAL METAL STUD WALL FRAMING
CRIPPLE STUDS
CLIP
BOTTOM TRACK, SIZE AND GAGE AS REQUIRED
1/2" TAPCON ANCHORS @ 24" MAX OR WITHIN 6" EACH SIDE OF A JOINT, WITH 3" EMBEDMENT ON EXTERIOR WALLS OR INTERIOR LOAD BEARING WALLS ONLY. PROVIDE POWDER ACTUATED FASTENERS @ INTERIOR NON-LOAD BEARING WALLS.
JACK STUDS
HEADER, SIZE & GAUGE AS REQUIRED
STIFFENING PLATE
TYPICAL METAL STUD WALL FRAMING
CRIPPLE STUDS
BOTTOM TRACK, SIZE AND GAGE AS REQUIRED
JACK STUDS
CLIP CLIP
CLIP CLIP
1/2" TAPCON ANCHORS @ 24" MAX OR WITHIN 6" EACH SIDE OF A JOINT, WITH 3" EMBEDMENT.
HM FRAME
MIN. (3) PER JAMBJAMB ANCHORS
@ JAMB
5/8" GYP. BOARD
DOUBLE 20 GA. STUDS
SEALANT (BOTH SIDES)
MTL. STUDS @ 16" O.C.
(SEE PLAN FOR SIZE)
DOOR
2"
B
HM FRAME
SEALANT (BOTH SIDES)
5/8" GYP. BOARD
MTL. STUDS @ 16" O.C.
(SEE PLAN FOR SIZE)
DOOR
A
4' -
0"
3' - 0"
3' -
0"
7' -
0"
3' - 0"
7' -
0"
3' - 0"
8"6"
2' -
9"
8"
1 2
7' -
0"
6' - 0"
3
DOOR GLASS TYPES
1/4" LAMINATED SAFETY CLASS; CLEAR
2"DOORWIDTH 2"
7' -
0"
7' -
2"
2"
A B
2" DOOR WIDTH 2"
7' -
0"
2"
HOLLOWMETAL
HOLLOWMETAL
PROJECT
DATE
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ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
A-505
DOOR/
WINDOWDETAILS &
SCHEDULES
2019-1576
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8/23/2019
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SCALE: 1/2" = 1'-0"
1 TYPICAL METAL STUD DOOR HEADER DETAILSCALE: 1/2" = 1'-0"
2 TYPICAL METAL STUD WINDOW HEADER DETAILSCALE: 1 1/2" = 1'-0"
3 DOOR DETAIL H. M. JAMBSCALE: 1 1/2" = 1'-0"
4 DOOR DETAIL H.M. HEAD
SCALE: 1/4" = 1'-0"
5 WINDOW ELEVATIONSCALE: 1/4" = 1'-0"
6 DOOR ELEVATIONS
DOOR SCHEDULE
MARK MATERIALDOOR
ELEVATION FRAMEFRAME
ELEVATION HEIGHT WIDTH FUNCTIONFIRE
RATED COMMENTS
1 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0"
2 HOLLOW METAL 3 HOLLOW METAL A 7' - 0" 3' - 0" W/ VISION PANE
3 HOLLOW METAL 3 HOLLOW METAL A 7' - 0" 3' - 0" W/ VISION PANE
4 HOLLOW METAL 3 HOLLOW METAL A 7' - 0" 3' - 0" W/ VISION PANE
5 HOLLOW METAL 3 HOLLOW METAL A 7' - 0" 3' - 0" W/ VISION PANE
6 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0"
7 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0"
8 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0" 1 HR
9 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0" 1 HR
11 HOLLOW METAL 2 HOLLOW METAL B 7' - 0" 6' - 0" 1 HR
12 HOLLOW METAL 2 HOLLOW METAL B 7' - 0" 6' - 0" 1 HR
13 HOLLOW METAL 2 HOLLOW METAL B 7' - 0" 6' - 0"
14 HOLLOW METAL 2 HOLLOW METAL B 7' - 0" 6' - 0" 1 HR
15 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0"
16 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0"
17 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0" 1 HR
18 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0" 1 HR
19 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0" 1 HR
20 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0"
21 HOLLOW METAL 1 HOLLOW METAL A 7' - 0" 3' - 0"
22 12' - 0" 10' - 0" OVERHEAD DOOR
SCALE: 1/4" = 1'-0"
7 FRAME ELEVATIONS
ROOM FINISH SCHEDULE
ROOMNO. ROOM NAME WALL FINISH CEILING FINISH
CEILINGHEIGHT BASE FINISH FLOOR FINISH
1 ENTRANCE VESTIBULE PAINTED GYP BOARD 24" X 24" ACT 8'-6" 4" VINYL SEALED CONCRETE
2 OFFICE PAINTED GYP BOARD 24" X 24" ACT 8'-6" 4" VINYL SEALED CONCRETE
3 CONFERENCE PAINTED GYP BOARD 24" X 24" ACT 8'-6" 4" VINYL SEALED CONCRETE
4 BREAK ROOM PAINTED GYP BOARD 24" X 24" ACT 8'-6" 4" VINYL SEALED CONCRETE
5 CORRIDOR PAINTED GYP BOARD NONE N/A 4" VINYL SEALED CONCRETE
6 WOMEN'S ROOM PAINTED GYP BOARD GYPSUM BOARDCEILING
8'-0" 4" VINYL SEALED CONCRETE
7 MEN'S ROOM PAINTED GYP BOARD GYPSUM BOARDCEILING
8'-0" 4" VINYL SEALED CONCRETE
8 UTILITY PAINTED GYP BOARD NONE NONE 4" VINYL SEALED CONCRETE
9 FUTURE LAB FIRE RATED GYP BOARD 2LAYERS ON EXTERIOR WALL
NONE 10'-0" NONE SEALED CONCRETE
10 PROCESSING ROOM PAINTED GYP BOARD & 8'-0"FRP
NONE 10'-0" NONE SEALED CONCRETE
11 PROCESS UTILITY PAINTED GYP BOARD NONE 10'-0" 4" VINYL SEALED CONCRETE
12 BULK HEMP STORAGE PEMB METAL LINER PANEL -APPROX. 8'-0"
NONE 10'-0" 4" VINYL SEALED CONCRETE
13 ETHANOL STORAGE #1 FIRE RATED GYP BOARD FIRE RATED GYPBOARD 2) LAYERSOF 5/8"
8'-0" 4" VINYL SEALED CONCRETE WITH GALAV, STEEL GRATING
14 ETHANOL STORAGE #2 FIRE RATED GYP BOARD FIRE RATED GYPBOARD 2) LAYERSOF 5/8"
8'-0" 4" VINYL SEALED CONCRETE WITH GALAV, STEEL GRATING
15 SHIPPING/RECEIVING PEMB METAL LINER PANEL -APPROX. 8'-0"
NONE NONE 4" VINYL SEALED CONCRETE
16 CLOSET PAINTED GYP BOARD GYPSUM BOARDCEILING
8'-0" 4" VINYL SEALED CONCRETE
-
PROJECT
DATE
CHECKED
DRAWN
STA
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(NO
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NST
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42
70
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ice:
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70)
737
-42
26 •
Fa
x:
(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
A-900
3-D VIEW
2019-1576
LEA
MSC
8/23/2019
95%
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2701
ARCHITECTURAL
No.
Descriptio
nD
ate
SCALE:
1 3D VIEW
-
SHEET METAL DUCTWORK
1. AIR DISTRIBUTION DUCTWORK, INCLUDING SUPPLY, RETURN, AND EXHAUST DUCTWORK SHALL BE FABRICATED FROM PRIME QUALITY GALVANIZED SHEET METAL IN ACCORDANCE WITH THE 2006 INTERNATIONAL MECHANICAL CODE AND SMACNA HVAC DUCT CONSTRUCTION MANUAL.
2. AIR DISTRIBUTION DUCTWORK SHALL BE DELIVERED TO THE SITE IN UNDAMAGED AND CLEAN CONDITION. DUCTWORK SHALL BE PROTECTED DURING STORAGE AND INSTALLATION AGAINST DAMAGE AND CONTAMINATION.
3. DUCTWORK SHALL BE SUPPORTED FROM SUITABLE BUILDING STRUCTURAL COMPONENTS. THE HVAC CONTRACTOR SHALL FURNISH ANY SUPPLEMENTARY STRUCTURAL MEMBERS REQUIRED TO PROPERLY SUPPORT THE DUCTWORK.
4. BRANCH DUCT CONNECTIONS MAY BE MADE WITH FITTINGS OR TAPS. A BALANCING DAMPER SHALL BE INSTALLED AT EACH BRANCH DUCT CONNECTION. PROVIDE RAKE-OFFS OR SCOOPS AT EACH BRANCH CONNECTION.
5. DIFFUSER RUNOUT CONNECTIONS SHALL BE MADE WITH SPIN-IN OR DOVETAIL TAPS. A BALANCING DAMPER SHALL BE INSTALLED FOR EACH RUNOUT.
6. THE HVAC CONTRACTOR MAY SUBSTITUTE EQUIVALENT ROUND DUCT FOR THE RECTANGULAR DUCT SHOWN ON THE DRAWINGS.
7. PROVIDE AIR TURNING VANES IN MITERED FITTINGS. PROVIDE SPLITTER DAMPERS IN RADIUS WYES OR TEES.
8. DIFFUSER CONNECTIONS MAY BE MADE WITH METAL ELBOWS OR FLEX DUCT. FLEX DUCT RUNS SHALL NOT EXCEED 6’-0” IN LENGTH.
9. ALL BALANCING DAMPERS SHALL BE ACCESSIBLE. PROVIDE ACCESS PANELS FOR DAMPERS LOCATED ABOVE HARD CEILINGS. MARK THE LOCATION OF DAMPERS LOCATED ABOVE LAY-IN CEILINGS.
10. ALL DUCTWORK SHALL BE SEALED AIR-TIGHT WITH MASTIC NON-HARDENING DUCT SEALANT.
CONDENSING FURNACE & HEATER VENTING & COMBUSTION AIR INTAKE
1. FURNISH AND INSTALL COMBUSTION AIR INTAKE AND EXHAUST VENT PIPING FOR CONDENSING FURNACE(S), USING PVC SCHEDULE 40 PIPE AND FITTINGS OR METAL VENT PIPING IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS/RECOMMENDATIONS. TERMINATE INTAKE AND EXHAUST PIPING IN ACCORDANCE WITH THE FURNACE MANUFACTURER'S RECOMMENDATIONS.
2. PROVIDE CONDENSATE DRAIN CONNECTION AND PIPING AT BASE OF COMBUSTION EXHAUST STACK.
REFRIGERANT TUBING
1. INSTALL REFRIGERANT PIPING IN ACCORDANCE WITH THE HVAC EQUIPMENT MANUFACTURER'S RECOMMENDATIONS, USING ACR COPPER TUBING.
2. FURNISH AND INSTALL REFRIGERANT SPECIALTIES IN ACCORDANCE WITH THE HVAC EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.
3. INSULATE SUCTION LINES WITH ARMAFLEX OR EQUAL INSULATION.4. INSTALL SLEEVES FOR ANY WALL PENETRATIONS. SEAL SLEEVE TO WALL.FILL SPACE
BETWEEN SLEEVE AND TUBING WITH ELASTOMERIC SEALANT.5. SUPPORT REFRIGERANT TUBING FROM THE BUILDING STRUCTURE WITH HANGERS OR
CLAMPS EQUAL TO HYDRA-ZORB. 6. RACK MULTIPLE PARALLEL RERIGERANT TUBING RUNS ON STRUT WITH SUITABLE
VIBRATION ABSORBING TUBING CLAMPS.7. ROUTE REFRIGERANT TUBING RUNS EITHER VERTICAL, OR HORIZONTAL RUNS SLOPED
PER THE EQUIPMENT MANUFACTURER'S RECOMMENDATIONS.8. REFRIGERANT TUBING JOINTS SHALL BE BRAZED USING BRAZING FILLER METAL SUCH
AS SIL-FOS 15.9. BRAZING PROCEDURES AND PROCEDURE QUALIFICATION SHALL COMPLY WITH AWS
STANDARDS AS OUTLINED IN AWS BRH:2007 BRAZING HANDBOOK, 5TH EDITION.
CONDENSATE DRAINAGE
1. PROVIDE CONDENSATE DRAIN PIPING FOR ALL HEATING AND/OR COOLING EQUIPMENT THAT PRODUCES CONDENSATION.
2. ROUTE CONDENSATE DRAINAGE PIPING TO FLOOR DRAINS, FIXTURES, OR INDEPENDENT CONDENSATE DRAINAGE SYSTEM(S) AS SHOWN ON THE DRAWINGS.
3. PROVIDE CONDENSATE RETURN RECEIVER & PUMP WHERE REQUIRED TO LIFT CONDENSATE TO CONDENSATE GRAVITY DRAINAGE SYSTEM.
4. INSULATE METALLIC CONDENSATE DRAINAGE PIPING WITH FIBERGLASS OR ELASTOMERIC FOAM INSULATION.
DUCT SMOKE DETECTORS
1. PROVIDE SMOKE DETECTORS IN AIR HANDLING UNIT SUPPLY AND RETURN DUCTS WITH AIR HANDLING CAPACITY GREATER THAN 2000 CFM.
2. THE SMOKE DETECTOR SHALL BE CONNECTED TO SHUT DOWN THE UNIT IN THE EVENT THAT SMOKE IS DETECTED.
3. SMOKE DETECTORS SHALL BE COMPATIBLE WITH THE FIRE ALARM SYSTEM IF A FIRE ALARM SYSTEM IS INSTALLED. COORDINATE WITH ELECTRICAL CONTRACTOR OR INDEPENDENT FIRE ALARM CONTRACTOR.
4. COORDINATE WIRING OF SMOKE DETECTORS WITH ELECTRICAL CONTRACTOR.
AUTOMATIC TEMPERATURE CONTROLS/BUILDING AUTOMATION SYSTEM
1. FURNISH AND INSTALL AUTOMATIC TEMPERATURE CONTROLS OR BUILDING AUTOMATION SYSTEM AS INDICATED ON DRAWINGS AND/OR IN SPECIFICATIONS.
2. INSTALL LOW-VOLTAGE CONTROL WIRING IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE NFPA 70 AS ADOPTED AND ENFORCED BY THE COMMONWEALTH OF KENTUCKY.
3. CONTROL CABLE INSTALLED IN RETURN AIR PLENUMS SHALL BE PLENUM RATED.4. CONTROL CABLE OR WIRING CONDUCTORS INSTALLED OUTSIDE THE BUILDING
SHALL BE INSTALLED IN METALLIC RACEWAYS AND/OR SUITABLE FLEXIBLE CONDUIT AS ALLOWED BY THE NEC. UNDERGROUND CONTROL WIRING SHALL BE INSTALLED IN NON-METALLIC RACEWAYS LISTED FOR UNDERGROUND USE.
FIRE AND SMOKE DAMPERS
1. PROVIDE FIRE DAMPERS IN DUCTS PENETRATING RATED WALLS, FLOORS, OR CEILINGS IN ACCORDANCE WITH THE KENTUCKY BUILDING CODE AND THE INTERNATIONAL MECHANICAL CODE.
2. PROVIDE SMOKE DAMPERS IN DUCTS PENETRATING SMOKE PARTITIONS OR SMOKE BARRIERS.
3. PROVIDE COMBINATION FIRE/SMOKE DAMPERS WHERE INDICATED ON THE DRAWINGS, OR BY NOTE.
4. PROVIDE SLEEVES, FRAMING AND SUPPORTS FOR FIRE DAMPERS IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS.
5. COORDINATE WIRING OF SMOKE OR FIRE/SMOKE DAMPERS WITH THE ELECTRICAL CONTRACTOR.
6. FIRE DAMPERS SHALL COMPLY WITH UL STANDARD 555, STANDARD FOR SAFETY FOR FIRE DAMPERS.
7. SMOKE DAMPERS SHALL COMPLY WITH UL STANDARD 555S, STANDARD FOR SAFETY FOR SMOKE DAMPERS.
8. INSTALL FIRE DAMPERS, SMOKE DAMPERS, AND COMBINATION FIRE/SMOKE DAMPERS IN ACCORDANCE WITH NFPA 90A, STANDARD FOR THE INSTALLATION OF AIR-CONDITIONING AND VENTILATING SYSTEMS.
CHEMICAL TREATMENT
1. PROVIDE ACCOMMODATIONS FOR CHEMICAL TREATMENT SYSTEMS FOR ALL CLOSED AND OPEN HVAC CIRCULATING WATER SYSTEMS.
2. INSTALL BLEED CONTROL SOLENOID VALVE ON OPEN COOLING TOWER PUMP DISCHARGE PIPING.3. INSTALL BLEED CONTROL SOLENOID VALVE ON CLOSED CIRCUIT FLUID COOLER SPRAY PUMP
DISCHARGE PIPING.4. ROUTE TOWER/COOLER BLEED LINE TO FLOOR DRAIN OR OPEN SITE DRAIN CONNECTED TO
SANITARY SEWER SYSTEM.5. INSULATE AND HEAT TRACE BLEED PIPING EXPOSED TO WEATHER.6. OBTAIN AND EXECUTE CONTRACT WITH CHEMICAL TREATMENT SUPPLIER FOR ONE YEAR OF
CHEMICAL TREATMENT FOR ALL HVAC CIRCULATING WATER SYSTEMS. CHEMICAL TREATMENT PROGRAM SHALL INCLUDE FURNISHING AND INSTALLING EQUIPMENT, AND CHEMICALS FOR ONE YEAR CONTRACT PERIOD.
7. COORDINATE POWER WIRING FOR CHEMICAL TREATMENT FEEDERS, CONTROL VALVES, AND OTHER COMPONENTS WITH ELECTRICAL CONTRACTOR.
START-UP
1. PROVIDE FACTORY STARTUP FOR ALL MAJOR EQUIPMENT.2. PROVIDE TECHNICAL ASSISTANCE FOR FACTORY STARTUP TECHNICIANS.3. PROVIDE DOCUMENTATION OF STARTUP PROCEDURES FOR FACTORY STARTUP, FACTORY
ASSISTED STARTUP, AND CONTRACTOR STARTUP PROCEDURES.4. CONTRACTOR STARTUP PROCEDURES SHALL BE CONDUCTED IN ACCORDANCE WITH
MANUFACTURER'S INSTRUCTIONS.TESTING, ADJUSTING, AND BALANCING
1. PROVIDE TAB SERVICES VIA INDEPENDENT TAB CONTRACTOR IF SO SPECIFIED. TAB CONTRACTOR SHALL BE CERTIFIED BY NEBB, AABC, TABB OR EQUIVALENT CERTIFICATION AGENCY.
2. IF CONTRACTOR PERFORMS TESTING, ADJUSTING, AND BALANCING, FIRM AND TECHNICIANS SHALL BE CERTIFIED BY NEBB, AABC, TABB OR EQUIVALENT AGENCY.
3. PROVIDE TAB REPORT AT CONCLUSION OF TESTING, ADJUSTING, AND BALANCING.
COMMISSIONING
1. IF PROJECT COMMISSIONING IS IMPLEMENTED BY THE GENERAL CONTRACTOR , CONSTRUCTION MANAGER, A/E, OR OWNER, THE MECHANICAL CONTRACTOR SHALL PARTICIPATE IN ALL PHASES OF THE COMMISSIONING PROCESS.
2. THE MECHANICAL CONTRACTOR SHALL PERFORM FUNCTIONAL TESTS AS DIRECTED BY THE COMMISSIONING AGENT.
3. THE MECHANICAL CONTRACTOR SHALL PROVIDE DOCUMENTATION OF TESTS, MANUALS, AND OTHER MATERIALS AS DIRECTED BY THE COMMISSIONING AGENT.
4. IF A FORMAL COMMISSIONING PLAN IS NOT IMPLEMENTED, THE MECHANICAL CONTRACTOR SHALL PERFORM FUNCTIONAL TESTS AS RECOMMENDED BY EQUIPMENT MANUFACTURERS, AS SPECIFIED IN THE PROJECT MANUAL, OR AS REQUIRED TO DEMONSTRATE ACCEPTABLE OPERATION OF ALL MECHANICAL SYSTEMS.
COORDINATED DUCTWORK SHOP DRAWINGS
1. PREPARE AND SUBMIT COORDINATED SHOP DRAWINGS SHOWING ALL DUCTWORK, AIR-MOVING EQUIPMENT, DUCT ACCESSORIES, HANGERS, SUPPORTS AND RELATED EQUIPMENT.
2. SHOW ALL OFFSETS, TRANSITIONS, JOINTS AND CONNECTIONS.3. SHOW HORIZONTAL DIMENSIONS FROM CENTER OR SIDE OF DUCT TO COLUMN
CENTERLINES, FACE OF WALL OR OTHER SUITABLE REFERENCE POINT OR PLANE.4. SHOW TOP OR BOTTOM OF DUCT ELEVATIONS.5. INDICATE PRESSURE CLASS OF DUCTWORK SYSTEMS AND SUB-SYSTEMS.6. SHOW REINFORCEMENT WITH THE USE OF REINFORCEMENT DETAILS AND KEY NOTES.7. SUBMIT SHOP DRAWINGS IN ELECTRONIC FORM, PREFERABLY PDF, SUITABLE FOR
PLOTTING AT A SCALE OF 1/4" = 1'-0".8. INCLUDE CONTRACTOR'S TITLEBLOCK ON ALL DRAWING SHEETS.9. INCLUDE A KEY PLAN ON EACH DRAWING SHEET, SHOWING THE AREA COVERED BY THAT
SHEET.10. INDICATE THE SCALE OF THE DRAWING IN NOTE FORM (1/4" - 1'-0") AND WITH A GRAPHIC
SCALE.
GENERAL
1. ALL MECHANICAL WORK SHALL COMPLY WITH THE INTERNATIONAL MECHANICAL CODE AS ADOPTED AND ENFORCED BY THE COMMONWEALTH OF KENTUCKY, AND ANY CODES OR STANDARDS INCLUDED IN THE IMC BY REFERENCE.
2. THE PRIME MECHANICAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL BE LICENSED BY THE COMMONWEALTH OF KENTUCKY.
3. THE PRIME MECHANICAL CONTRACTOR AND ALL SUBCONTRACTORS SHALL APPLY FOR, PAY FOR AND OBTAIN ANY PERMITS, INSPECTIONS, AND APPROVALS REQUIRED BY STATE AND LOCAL AUTHORITIES HAVING JURISDICTION.
RECORD, PROGRESS AND AS-BUILT DRAWINGS
1. THE MECHANICAL CONTRACTOR AND ALL MECHANICAL SUBCONTRACTORS SHALL MAINTAIN PROGRESS DRAWINGS ON SITE, AVAILABLE TO THE GENERAL CONTRACTOR, ARCHITECT, ENGINEER, AND INSPECTORS HAVING JURISDICTION.
2. PROGRESS DRAWINGS SHALL INDICATE THE CURRENT STATUS OF THE WORK, AND ANY DEPARTURES FROM THE CONTRACT DRAWINGS DUE TO CHANGE ORDERS, FIELD DIRECTIVES, OR UNFORESEEN CONDITIONS.
3. UPON REQUEST, THE CONTRACTOR SHALL PROVIDE COPIES OF THE PROGRESS DRAWINGS TO THE GENERAL CONTRACTOR OR ARCHITECT/ENGINEER.
4. AT THE COMPLETION OF THE PROJECT, THE MECHANICAL CONTRACTOR SHALL PROVIDE AS-BUILT DRAWINGS (PROGRESS DRAWINGS AS OF PROJECT COMPLETION) TO THE GENERAL CONTRACTOR FOR SUBMISSION TO THE OWNER. AS-BUILT DRAWINGS SHALL BE COMPLETE, CLEAN AND LEGIBLE.
WxH SA
WxH RA
WxH EA
CEILING SUPPLY DIFFUSER WITH RUNOUT AND SPIN-IN TAP
SUPPLY AIR DUCT
RETURN AIR DUCT
EXHAUST AIR DUCT
T THERMOSTAT
BALANCING DAMPER
CD-XYYY CFM
X = NECK SIZE, YYY = AIR FLOW
RETURN AIR GRILLE OR EXHAUST AIR GRILLE
WxH SA
WxH RA
WxH EA
SUPPLY AIR DUCT RISER
RETURN AIR DUCT RISER
EXHAUST AIR DUCT RISER
FIRE DAMPER
NOTE: DUCTS MAY OR MAY NOT BE SHADED ON PLANS
FIRE DAMPER
FIRE DAMPER SLEEVE
V. D. IN DUCTSPIN-IN WITH V. D.
CLAMP CLAMP
VOL DPR
RATED WALL
VOL DPR
VOL DPR
VOL DPR
VOL DPR
PROVIDE TURNING VANES IN RECTANGULAR MITERED ELBOWS
PROVIDE VOLUME DAMPERS IN ALL BRANCH DUCTS OR BRANCH TAKE-OFFS
SUPPLY DUCT RISER
RETURN DUCT RISER
SPLITTER DAMPER
FLEX DUCT
SLIP-IN DUCT HEATER
FLANGED DUCT HEATER
1.5 D RADIUS ELBOW
FIRE DAMPER
FIRE DAMPER SLEEVE
V. D. IN DUCT
SPIN-IN WITH V. D.
CLAMP CLAMP
VOL DPR
RATED WALLSUPPLY DUCT RISER
RETURN DUCT RISER
FLEX DUCT
1.5D RADIUS ELEOW
VAV BOX
TYPICAL DOCTWORK COMPONENTS ARE SHOWN. FOR MORE DETAIL, CONSULT SMACNA HVAC DUCT CONSTRUCTION STANDARDS.
PROJECT
DATE
CHECKED
DRAWN
STA
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(NO
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42
70
1
Off
ice:
(2
70)
737
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26 •
Fa
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(270
) 7
37
-04
41
info
@ic
on
eng
inee
rin
g.u
s
ICON ENGINEERING AND INSPECTION SERVICES, PLLC HAS RETAINED AN ELECTRONIC VERSION OF THESE DRAWINGS. THE CLIENT AGREES NOT TO
REPRODUCE, REUSE, OR COPY THESE DRAWINGS - IN ELECTRONIC OR ANY OTHER FORMAT - IN WHOLE, OR IN PART, FOR ANY PURPOSE OTHER THAN FOR THE SPECIFIC
PROJECT LOCATION NOTED IN THE PROJECT TITLE BLOCK. THE CLIENT AGREES NOT TO TRANSFER THESE ELECTRONIC FILES TO OTHERS WITHOUT
THE PRIOR WRITTEN CONSENT OF ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
THE CLIENT FURTHER AGREES TO WAIVE ALL CLAIMS AGAINST ICON ENGINEERING AND
INSPECTION SERVICES, PLLC RESULTING IN ANY WAY FROM ANY UNAUTHORIZED CHANGES TO OR
REUSE OF THE ELECTRONIC FILES FOR ANY OTHER PROJECT BY ANYONE OTHER THAN ICON ENGINEERING AND INSPECTION SERVICES, PLLC.
M-000
MECHANICALNOTES
2019-1576
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BE
TH
TO
WN
, K
Y 4
2701
SCALE: 1/4" = 1'-0"
DETAIL - DUCTWORK LAYOUT
No.
Descriptio
nD
ate
MECHANICAL
-
MECHANICAL ABBREVIATIONS
ABV ABOVE
AFMS AIR FLOW MEASURING STATION
AMB AMBIENT
APD AIR PRESSURE DROP
BD