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

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2701

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SPECTRALEAF

170 BUDCO LANE

ELIZABETHTOWN, KY 42701

95% REVIEW DOCS

08/23/19

No.

Description

Date

Z:\projects\misc-dp\ICON-LOT5-SOUTHEND-SPECTRALEAF\LOT5-SOUTHEND-BASE.dwg, 8/22/2019 2:40:03 PM, DWG To PDF.pc3

FORTERRA


TYPICAL CLEANOUT DETAIL DRAWN BY: M. PAGEDATE: 11/06/17

Wye Branch Fitting


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SHOP DRAWINGS ARE AN AID FOR FIELD PLACEMENT AND ARE SUPERSEDED BY THE STRUCTURAL DRAWINGS.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.

NEED

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S-000

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2019-1576

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No.

Description

Date

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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G-001

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2701

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No.

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1R

evis

ion

1D

ate

1

TO BE EDITED

1 2 3 4 5

A

B

C

D

BP-C

BP-B

BP-A

BP-DBP-D BP-D BP-A

BP-FBP-F

BP-C

BP-C

BP-ABP-EBP-EBP-E

BP-A

25' - 0" 25' - 0" 25' - 0" 25' - 0"

1

S-300

2

S-300

3

S-300

60' -

0"

20' -

0"

20' -

0"

20' -

0"

11 3

/4"

11 3

/4"

1 1

/2"

1 1

/2"

1 1

/2"

1 1

/2"

1 1/2"

1 1/2"

F1 F1 F1

F1 F1 F11' - 0"

5"

1' - 0"

1' - 0"

2' - 6"

4

S-300

1

S-301

RECOMMENDED CONTROL JOINT LAYOUT

2

S-300

2

S-300

2' - 0" 7' - 11 7/8"

12" THICKENED SLABWITH 3)#5 CONTINUOUS

AND #5 CROSS BARS AT 12" O.C.

6' - 0

" TY

PIC

AL

HAIR PIN BAR, TYPICAL

5" 4,000PSI SLAB OVER 10MIL REINFORCED TAPED/SEALED VAPOR BARRIER OVER 6"CLEAN COMPACTED #57 CRUSHED STONE

F2

F2

F2

F2 F2

F2

F2

F2

S-1019

S-1018

S-10110

S-10111

S-10112

6' -

4"

6' - 4"

S-10113

HSS

3-1/

2X3-

1/2X

1/4

HSS

3-1/

2X3-

1/2X

1/4

LAN

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5" Foundation Slab

97' - 6"

TYPICAL

97' - 6"

6

A-305

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S-100

FOUNDATION

PLAN

2019-1576

LEA

MSC

8/23/2019

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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


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 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


5

B

1' - 0"

3' - 0"

9 1/2"

3' -

0"



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


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



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


OUTSIDE FACE OF GRADE BEAM1

C

7" 1' - 4" 7"

2' - 6"5" 1"

1' - 0"

3' -

0"

FOUNDATION WALLON STRIP FOOTING



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


#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








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








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








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


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" TRACK


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








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"


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








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








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

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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

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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


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


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"


6" INSULATION



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" 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

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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



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








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"



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

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








A-505

DOOR/

WINDOWDETAILS &

SCHEDULES

2019-1576

Author

Checker

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: 1/2" = 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






8 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


13 HOLLOW METAL 2 HOLLOW METAL B 7' - 0" 6' - 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 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


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








A-900

3-D 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

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.

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M-000

MECHANICALNOTES

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DETAIL - DUCTWORK LAYOUT

No.

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MECHANICAL

MECHANICAL ABBREVIATIONS

ABV ABOVE

AFMS AIR FLOW MEASURING STATION

AMB AMBIENT

APD AIR PRESSURE DROP

BD

42701 0441 SPECTRALEAF Elizabethtown, KYREINFORCING STEEL - ASTM A615 GRADE 60 (UNLESS WELDED). 3....

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Transcript of 42701 0441 SPECTRALEAF Elizabethtown, KYREINFORCING STEEL - ASTM A615 GRADE 60 (UNLESS WELDED). 3....