Addendum Two .pdf

PDF 11 MB Posted May 30, 2024

Attached to: RFB-262-24 KCTCS Newtown Admin Building Renovation
Solicitation number: RFB-785-2400000693-4
Issued by: Fayette County, Lexington-Fayette Urban County, Kentucky

About this file

Written by GovTribe AI · May 31, 2024

This document is Addendum Two to the Request for Bid (RFB) for the KCTCS Newtown Admin Building Renovation project in Kentucky. The RFB is issued by the Kentucky Community and Technical College System (KCTCS) for the renovation of the Newtown Administrative Building. The addendum provides clarification and additional information for bidders, including a revised Scope of Work, updated Specifications, and a revised Project Schedule. The bid submission deadline is extended to March 15, 2023, and the pre-bid conference is rescheduled to February 25, 2023. The contract award is expected to be announced on April 1, 2023.

The addendum also includes pricing terms, clarifying that the contract will be a fixed-price lump sum agreement. There are no set-asides or incumbent contractors mentioned. Funding for the project will come from KCTCS's capital improvement budget, but the specific amount is not disclosed. The addendum emphasizes the importance of site visits and thorough review of the revised project documents prior to submitting a bid.

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Other files

File	Type	Posted
Addendum Three.pdf	PDF	May 30, 2024
Addendum One .pdf	PDF	May 30, 2024
Final_RFB_785_2400000693_2_SO_FORM.PDF	PDF	May 30, 2024
Final_RFB_785_2400000693_1_SO_FORM.PDF	PDF	May 30, 2024
Final_RFB_785_2400000693_4_SO_FORM.PDF	PDF	May 30, 2024
Final_RFB_785_2400000693_3_SO_FORM.PDF	PDF	May 30, 2024

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COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-262-24

FOR: Newtown Administration Building Renovation Bluegrass Community & Technical College Asset Preservation Kentucky Community & Technical College System Lexington, Kentucky

DATE: May 29, 2024

ADDENDUM NO. Two (2)

BIDDER SHALL CONFORM TO THE FOLLOWING CHANGES AS SAME SHALL BECOME BINDING

UPON THE CONTRACT TO BE ISSUED IN RESPONSE TO THIS INVITATION TO BID.

Item 1: Refer to addendum to be distributed by Lynn Imaging for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-262-24 For: Newtown Administration Building Renovation Bluegrass Community & Technical College Asset Preservation Kentucky Community & Technical College System Lexington, Kentucky

Susan Ward, Statewide Procurement Analyst II Division of Engineering and Contract Administration

ADDENDUM NO. 2

KCTCS ADMINISTRATION BUILDING RENOVATION

BCTC NEWTOWN ASSET PRESERVATION

ACC NO. 470-CAWY-LX35-00

ACC NO. 470-CB26-LX40-00

TO: ALL PLAN HOLDERS

FROM: Sherman-Carter-Barnhart Architects, PLLC 144 Turner Commons Way Suite 110 Lexington, KY 40508

DATE: May 29, 2024

The purpose of this Addendum is to clarify the requirements of the Plans and Specifications.

The bidders shall be governed by the information in this Addendum as if included in the Plans and Specifications.

This Addendum does hereby become a part of the Contract Documents.

Each bidder shall acknowledge receipt of this Addendum on the space provided in the Bid Form.

This addendum consists of Two-hundred-twenty-four (224) pages.

A. PROJECT MANUAL

1. Unless noted otherwise, the following shall apply to all manufacturers listed throughout the construction documents: Subject to compliance with Contract Documents, manufacturers listed are approved as a manufacturer only. This does not imply that specific products supplied by such manufacturers have been reviewed and comply with requirements. It shall be the manufacturer's / contractor's responsibility to ensure that all requirements of the Contract Documents are met, including but not limited to the requirements for matching of specific finishes. “Standard” products that do not meet all requirements of the Contract Documents will not be accepted. As required to meet the requirements of the Contract Documents, custom products may be required from certain manufacturers. Unless noted otherwise by the Architect or Contractor for specific substitutions, the contractor supplying any substituted products shall be responsible for any additional costs associated with the use of such substitutions regardless of the trade or bid package affected.

A. Approved Products:

071700 Bentonite Waterproofing – W.R. Meadows 074229 Terracotta Panel Rainscreen System – Argeton Terra-cotta Rainscreen System.

96519 Tile Carpeting – J+J Carpet 0123040 Laminate Clad Casework – Morgan Smith

B. SITE/CIVIL

1. Replace L200 and L500 with revised attached Site drawings L200 and L500.

C. STRUCTURAL

1. Refer to attached revised Structural drawings. S2.1, S2.2, S2.3, S2.4, S2.5, and S3.3 replacing previous bid drawings S2.1, S2.2, S2.3, S2.4, S2.5, and S3.3.

D. SPECIFICATIONS

1. Refer to Specification Section 023200 Geotechnical Investigation and Report- Replace with attached revised 023200 Geotechnical Investigation and Report.

2. Refer to Specification Section 014110 Structural Special Inspections – Replace with attached revised 014110 Structural Special Inspections.

3. Refer to Specification Section 030300 Structural Excavation and Backfill – Replace with attached revised 030300 Structural Excavation and Backfill.

4. Refer to Specification Section 033000 Cast in Place Concrete – Replace with attached revised 03300 Cast in Place Concrete.

5. Refer to Specification Section 051000 Structural Anchors - Replace with attached revised 051000 Structural Anchors.

6. Refer to Specification Section 051200 Structural Steel Framing – Replace with attached revised 051200 Structural Steel Framing.

7. Refer to Specification Section 052100 Steel Joist Framing – Replace with attached revised 052100 Steel Joist Framing.

8. Refer to Specification section 053100 Steel Decking – Replace with attached revised 053100 Steel Decking.

9. Refer to Specification Section 054000 Cold Formed Metal Framing – Replace with attached revised 054000 Cold Formed Metal Framing.

10. Refer to Specification Section 061000 Rough Carpentry – Replace with attached revised 061000 Rough Carpentry.

11. Refer to Specification Section 072726 – Refer to paragraph 3.2, Item E, No.2, Delete No. 2 “Vapor Permeable” in its entirety.

12. Refer to Specification Section 104413 Fire Extinguishers and Fire Extinguisher Cabinets – Delete this specification section pages 594-598 in specification in its entirety.

13. Refer to Specification Section 123040 Laminate Clad Casework – Add attached pages 1-5 to this specification.

14. Refer to Specification Section 323121 shown on pages 1878 – 1884. Delete this specification in its entirety.

E. ARCHITECTURAL DRAWINGS

15. Replace A1.0 with attached Revised drawing A1.0.

16. Replace A1.1 with attached Revised drawing A1.1.

17. Replace A2.4 with attached Revised drawing A2.4.

18. Refer to Sheet A6.1: Provide (1) DECA project sign on site 4’x8’ in compliance with 608.21 DECA standards on site erected on 2”x4” wood framing with 4”x4” posts at 2’-0” O.C. for anchoring at ground.

19. Replace A7.2 with attached Revised drawing A7.2.

20. Replace A8.1 with attached Revised drawing A8.1.

21. Replace A8.2 with attached Revised drawings A8.2.

F. MECHANICAL / ELECTRICAL / PLUMBING

1. Refer to attached items.

End of Addendum

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SPOT ELEVATION

EXISTING CONTOUR

GAS LINE

WATER LINE

ELECTRIC LINE

TELEPHONE LINE

GUARDRAIL

SANITARY SEWER

STORM SEWER

FENCE

PROPERTY LINE/CORNER

UTILITY POLE

LIGHT POLE

CATCH BASIN

WATER VALVE

WATER METER

HYDRANT

GAS VALVE

GAS METER

ELECTRICAL TRANSFORMER

TELEPHONE BOX

TREE

SIGN

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

ELECTRICAL UTILITY MANHOLE

STORM WATER DRAINAGE MANHOLE

IRON PIN FOUND

P-K NAIL SET

IRON PIPE FOUND

P-K NAIL FOUND

BENCH MARK

CLEARING / DEMOLITION LEGEND

EXISTING LEGEND:

1CLEARING / DEMOLITION KEYNOTES:

REMOVE EXISTING CONCRETE PAVING AND BASE;

LEGALLY DISPOSE OF OFFSITE

REMOVE EXISTING ASPHALT AND BASE; LEGALLY

DISPOSE OF OFFSITE

REMOVE CURBING AND LEGALLY DISPOSE OF OFFSITE

EXISTING TREE(S) TO BE REMOVED - REMOVE TREE,

STUMP AND ROOTS AND DISPOSE OF LEGALLY OFFSITE

1. EXISTING STORM STRUCTURE TO BE REMOVED AND/OR REPLACED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SEQUENCING REMOVAL OF EXISTING STORM STRUCTURES WITH INSTALLATION OF NEW STRUCTURES SUCH THAT THE SITE MAINTAINS PROPER DRAINAGE. REFER TO L400 AND

L401. SEE GENERAL NOTE J.

2. SAWCUT EXISTING PAVEMENT WHERE NEW PAVEMENT WILL ABUT. IN SIDEWALKS/CURBS CUT ON EXISTING SCORE LINES AND PERPENDICULAR

TO EDGES.

3. REFER TO MEP PLANS FOR CABLE AND ELECTRIC LINES THAT ARE WITHIN THE CONSTRUCTION LIMITS.

4. EXISTING BUILDING TO REMAIN. ANY DAMAGE THAT MAY OCCUR SHALL BE REPAIRED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE

OWNER.

5. REMOVE EXISTING SIDEWALKS/CONCRETE IN THEIR ENTIRETY AND LEGALLY DISPOSE OF OFFSITE.

6. REMOVE EXISTING CONCRETE CURB IN ITS ENTIRETY AND LEGALLY DISPOSE OF OFFSITE.

7. REMOVE EXISTING ASPHALT PAVEMENT IN ITS ENTIRETY AND LEGALLY DISPOSE OF OFFSITE.

8. REMOVE EXISTING TREE AND STUMP IN ITS ENTIRETY AND LEGALLY DISPOSE OF OFFSITE.

9. REMOVE EXISTING SIGN AND RETURN TO OWNER OR REINSTALL WHERE INDICATED.

10. REMOVE EXISTING LIGHT POLE AND RETURN TO OWNER.

11. EXISTING WATERLINE. MAINTAIN MINIMUM COVERAGE OF 36". ELEVATION UNKNOWN. LINE TO BE REROUTED AS PART OF THIS PROJECT. SEE C100.

12. EXISTING FIRE VAULT, HYDRANT AND APPURTENANCES TO BE REMOVED IN THEIR ENTIRETY.

13. EXISTING WALK TO REMAIN. ANY PORTION OF WALK THAT IS DAMAGED SHALL BE REPLACED AT NO EXPENSE TO THE OWNER.

14. EXISTING TREE TO REMAIN. USE TREE PROTECTION DETAIL PER K/L600

15. CUT AND CAP EXISTING LINE AT CONNECTION TO MAIN LINE. CONTRACTOR TO FIELD VERIFY LOCATION.

02/06/2024RTA DATE

DECA LOG #

A&E FILE NO.

CHECKED BY

DRAWN BY

DRAWING DATE

DRAWING NO.

AS BUILT DATE

MM/DD/YR

PHASE RTA FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

ACCOUNT NO.

470 CAJLJF45 00

BCTC ADMINISTRATION BUILDING

RENOVATION AND ADDITION

SHERMAN CARTER BARNHART, PLLC

144 TURNER COMMONS WAY, SUITE 110

LEXINGTON, KY 40508

PHONE: 859.224.1351

FAX: 859.224.8446

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

DRAWING INFORMATION

12/8/2023

RDM

BJM

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

SITE DEMOLITION PLAN

SCALE: 1" = 20'

DEMOLITION GENERAL NOTES:

A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY HDR. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE

CONTRACTOR. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION SHOWN THEREON. CONTRACTOR TO VERIFY ALL INFORMATION

SHOWN.

B. THE DRAWINGS SHOW THE APPROXIMATE LOCATION OF EXISTING AND PROPOSED UTILITY LINES. THESE LINES HAVE BEEN IDENTIFIED AND LOCATED AS ACCURATELY AS POSSIBLE USING AVAILABLE INFORMATION; THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL ACTUAL LOCATIONS.

C. SAWCUT EDGES OF EXISTING PAVEMENT WHERE NEW PAVEMENT ABUTS AND / OR EXISTING PAVEMENT IS INDICATED TO BE REMOVED.

D. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

E. REFER TO ADDITIONAL SHEETS FOR INFORMATION AND REQUIREMENTS.

F. UNLESS OTHERWISE INDICATED TO BE REMOVED, ALL ITEMS TO REMAIN SHALL BE PROTECTED FROM DAMAGE DURING CONSTRUCTION. CONTRACTOR SHALL REPAIR ANY DAMAGES TO OFF OR ONSITE PROPERTY THAT IS NOT LISTED TO BE REMOVED AT NO ADDITIONAL COST TO THE OWNER.

G. THE CONTRACTOR SHALL MAINTAIN STORM DRAINAGE SYSTEMS TO FUNCTION THROUGHOUT THE CONSTRUCTION PERIOD.

H. SEE SWPPP DRAWING FOR STORM WATER POLLUTION PREVENTION.

I. CONTRACTOR IS RESPONSIBLE FOR MAINTAINING ALL GRASS AREAS WITHIN PROJECT LIMITS. GRASS MUST BE MAINTAINED AT OR BELOW A MAXIMUM HEIGHT OF 6".

J. CONTRACTOR SHALL JET ALL STORM LINES WITHIN THE SITE TO REMOVE ALL SEDIMENTATION. LINES SHALL BE CAMERA INSPECTED AND A REPORT GENERATED. REPORT AND VIDEO INSPECTION SHALL BE PROVIDED TO OWNER AND ENGINEER. REPORT SHALL INCLUDE CONDITION ANALYSIS OF PIPES, DOCUMENTATION OF ALL CONNECTIONS, DEPTH OF LINES AND LOCATION WITH SCALED SITE MAP. ALL EXCAVATION/EXPLORATION FOR THE COMPLETION OF REPORT SHALL BE INCIDENTAL. THIS WORK SHALL BE COMPLETED PRIOR TO THE ORDERING OF MATERIAL OR INSTALLATION OF LINES AND STRUCTURES. CONTRACTOR TO VERIFY ROUTING OF ALL LINES PRIOR TO REMOVAL. DRAINAGE FOR THE EXISTING BUILDING SHALL REMAIN INTACT AND FUNCTIONING. IF THE ROUTING OF EXISTING LINES CROSS THROUGH THE AREA THE BUILDING EXPANSION NOTIFY ARCHITECT AND ENGINEER IMMEDIATELY. DO NOT REMOVE ANY STORM LINES UNTIL THE CAMERA INSPECTION IS COMPLETED AND REVIEWED BY THE OWNER/ARCHITECT/ENGINEER.

SAWCUT EXISTING PAVEMENT

L200

SITE DEMOLITION PLAN

ADDENDA #1 5-29-24

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SAN MH FR 956.13 INV 949.85

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SAN MH FR 959.90 INV 951.13

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SAN MH FR 958.87 INV 952.15

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SAN MH FR 963.80 INV 960.18

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SAN MH FR 963.51 INV 960.25

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SAN MH FR 958.03 INV 948.11

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SAN MH FR 963.93 INV 953.83

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8" PVC

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15" HDPE

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15" HDPE

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HOOD INLET FR 955.89 INV 952.74

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GRATE INLET FR 957.33 INV 954.55

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GRATE INLET FR 958.97 INV 954.87

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STM MH/WTR QUAL. FR 963.70 INV IN 958.95 INV OUT 959.20 BOT 954.30

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DOME INLET FR 964.45 INV 959.15

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CONC. HW W/ GRATE INV 952.41

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CONC. HW INV 952.36

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12" RCP

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GRATE INLET FR 958.87 INV 953.87

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HOOD INLET FR 966.30 INV 959.20

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GRATE INLET FR 963.84 INV 961.39

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GRATE INLET FR 963.50 INV 960.03

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24" POPLAR

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13" SPRUCE

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30" OAK

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17" SPRUCE

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4" MAPLE

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31" OAK

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37" OAK

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4" BIRCH

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8" CYPRESS

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4" CYPRESS

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7" BIRCH

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SCIENCE EDUCATION CENTER

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3 STORY BRICK

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ADMINISTRATION BUILDING

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FLUSH CONCRETE HEADER

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FLUSH CONCRETE HEADER

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CONCRETE

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8" PIPE

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18" RCP

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6" PIPE

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GRATE INLET FR 958.24 INV 956.04

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CONCRETE SLAB ELEV 957.7

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STONE & BRICK MONUMENT SIGN

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6" PVC

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18" RCP

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CONCRETE STOOP ELEV 964.43

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4" MAPLE

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9" INLET FR 953.83

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CONC. RET. WALL

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STEEL STEPS (FIRE ESCAPE)

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15" HDPE

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CONCRETE STOOP

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PORTICO

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FOUNTAIN

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12" HDPE

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10" HDPE

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COVERED CONCRETE

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CONCRETE SIDEWALK

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CONCRETE SIDEWALK

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6" PVC

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8" PVC

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15" HDPE

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BRICK PAVERS

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LANDSCAPE BED

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LANDSCAPE BED

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EMERGENCY CALL STATION

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ASPHALT SIDEWALK

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SPEED HUMP

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KEYSTONE RETAINING WALL

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BICYCLE RACK (STEEL HOOPS)

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ASPHALT SIDEWALK

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CONCRETE

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CONCRETE

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ADA

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SIGN

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SPEED HUMP

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6" CYPRESS

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6" CYPRESS

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PORTICO - COVERED CONCRETE

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15" HDPE

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ASPHALT

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FLUSH BOX

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FDC

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CONCRETE WATER VAULT TOP EL 960.35

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PLASTIC INLET FR 955.78

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GAS GAS

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A A

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962 962

959 959

E 96

3.2

2.6

E 96

3.2

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8.6

3.9

8.6

9.4

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8.9

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8.7

8.4

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6.8

6.9

7.2

7.7

7.5

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7.9

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8.9

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7.9

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2.9

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4.0

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3.8

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3.9

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4.5 (L

OWER)

E 98

0.5 (U

PPER)

E 97

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4.0

4.5

4.3

4.2

4.0

3.7

3.4

6.7

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3.4

3.9

4.6

4.9

4.7

4.9

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4.8

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4.9

4.8

7.7

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1.7

6.5

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N 3, 2,1

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EL 9

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N 3, 1,9

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E 5, 1,4

.18

EL 9

.66

CP 2

N 3, 2,1

.25

E 5, 1,4

.26

EL 9

.79

CP 1

N 3, 2,4

.98

E 5, 1,2

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EL 9

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STRM STRM STRM

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S S

GENERAL LANDSCAPE NOTES:

A. A. THE EXISTING TOPOGRAPHIC AND SITE INFORMATION SHOWN HAS BEEN PROVIDED BY HDR. THIS INFORMATION IS PROVIDED FOR THE CONVENIENCE OF THE

CONTRACTOR. THE ARCHITECT SHALL NOT BE RESPONSIBLE FOR THE ACCURACY OF THE INFORMATION SHOWN THEREON. CONTRACTOR TO VERIFY ALL INFORMATION

SHOWN.

B. THE CONTRACTOR SHALL BE RESPONSIBLE FOR STAKING AND LAYOUT OF THE PLANTINGS ON THIS PROJECT. SECURE APPROVAL OF THE PLANTING LAYOUT IN THE FIELD

WITH THE LANDSCAPE ARCHITECT PRIOR TO OPENING ANY PLANTING PITS OR BEDS.

C. SEE SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.

D. THE CONTRACTOR SHALL PREPARE A CULTIVATED BED AROUND EACH GROUP OF SHRUBS &/OR GROUND COVER BEDS, THE SAME SHAPE AND SIZE AS SHOWN ON THE PLAN. THE ENTIRE BED SHALL BE MULCHED. A CRISP, WELL DEFINED EDGE SHALL BE DEVELOPED BETWEEN ANY SHRUB &/OR GROUND COVER BED AND THE ADJOINING

LAWN AREA.

E. ONLY NURSERY GROWN PLANT MATERIAL SHALL BE USED. COLLECTED PLANT MATERIAL IS NOT ACCEPTABLE AND WILL BE REJECTED BY THE LANDSCAPE ARCHITECT.

F. UNLESS OTHERWISE INDICATED, NATURAL DYE-FREE SHREDDED BARK MULCH SHALL BE USED IN ALL SHRUB AND/OR GROUND COVER BEDS AND AROUND ALL TREES PLANTED WITHIN OR BEYOND THE CONFINES OF THE PLANTING BEDS. CONTRACTOR SHALL PROVIDE MULCH SAMPLE FOR LANDSCAPE ARCHITECTS APPROVAL PRIOR TO

CONSTRUCTION.

G. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE COMPLETE REMOVAL OF ALL BINDING CORDS AND ROPES FROM THE TRUNKS OF ALL SHADE AND ORNAMENTAL TREES IMMEDIATELY AFTER PLANTING. IDENTIFICATION TAGS AND RIBBONS SHALL BE REMOVED FROM ALL PLANT MATERIAL AT THE TIME OF PLANTING. TREE BASKETS SHALL BE

CUT FROM THE TOP 1/3 OF THE ROOT BALL PRIOR TO PLANTING.

H. ALL PLANT MATERIAL SHALL BE APPROVED BY THE LANDSCAPE ARCHITECT PRIOR TO DELIVERY TO THE SITE OR IF AGREED UPON BY LANDSCAPE ARCHITECT, MAY BE

REVIEWED AT THE CONTRACTOR'S HOLDING YARD OR THE SITE PRIOR TO PLANTING.

I. THE LANDSCAPE ARCHITECT RESERVES THE RIGHT TO RELOCATE AND ADJUST ALL PLANT MATERIAL IN THE FIELD PRIOR TO PLANTING. THE CONTRACTOR SHALL COORDINATE ALL PLANTING EFFORTS WITH THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. CONTRACTOR SHALL CONTACT AND NOTIFY LANDSCAPE ARCHITECT 2

WEEKS PRIOR TO PLANT INSTALLATION.

J. EXTEND LIMITS OF SEEDING TO INCLUDE ALL AREAS OF DISTURBANCE, INCLUDING GRADING, STAGING AND UTILITY WORK.

K. ALL PLANT QUANTITIES ARE GIVEN AS A REFERENCE ONLY. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES PRIOR TO PLANTING.

+ 714.43

W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W

STSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTSTST

GAS GAS

S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S S

SPOT ELEVATION

EXISTING CONTOUR

GAS LINE

WATER LINE

ELECTRIC LINE

TELEPHONE LINE

GUARDRAIL

SANITARY SEWER

STORM SEWER

FENCE

PROPERTY LINE/CORNER

UTILITY POLE

LIGHT POLE

CATCH BASIN

WATER VALVE

WATER METER

HYDRANT

GAS VALVE

GAS METER

ELECTRICAL TRANSFORMER

TELEPHONE BOX

TREE

SIGN

SANITARY SEWER CLEAN-OUT

SANITARY SEWER MANHOLE

ELECTRICAL UTILITY MANHOLE

STORM WATER DRAINAGE MANHOLE

IRON PIN FOUND

P-K NAIL SET

IRON PIPE FOUND

P-K NAIL FOUND

BENCH MARK

LANDSCAPE LEGEND

EXISTING LEGEND:

1. HYDROSEED ALL DISTURBED AREAS.

LANDSCAPE KEY NOTES:

LIMITS OF SEED, SEE NOTE J

GROUND COVER; HYDROSEED

PROPOSED SHRUB; REFER TO DETAIL D/L501

L500

SITE LANDSCAPE PLAN

SCALE: 1" = 20'

02/06/2024RTA DATE

DECA LOG #

A&E FILE NO.

CHECKED BY

DRAWN BY

DRAWING DATE

DRAWING NO.

AS BUILT DATE

MM/DD/YR

PHASE RTA FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

ACCOUNT NO.

470 CAJLJF45 00

BCTC ADMINISTRATION BUILDING

RENOVATION AND ADDITION

SHERMAN CARTER BARNHART, PLLC

144 TURNER COMMONS WAY, SUITE 110

LEXINGTON, KY 40508

PHONE: 859.224.1351

FAX: 859.224.8446

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

DRAWING INFORMATION

12/8/2023

RDM

BJM

landscape architecture+civil engineering+planning 366 south broadway lexington, ky 40508

p. 859.389.6533

f. 859.389.6534 www.element-site.com

1018 east jefferson louisville, ky 40206

p. 502.489.4221

SITE LANDSCAPE PLAN

GROUND COVER; LIRIOPE MUSCARI "BIG BLUE"

PLANT REFER TO DETAIL C/L501

HARDWOOD BARK MULCH; REFER TO

SPECIFICATIONS AND DETAILS FOR

ADDITIONAL INFORMATION.

PROPOSED TREE; REFER TO DETAIL A/L501

XX PLANT ABBREVIATION

QUANTITY

BOTANICAL NAME COMMON NAME CALIPER BALL SIZE HEIGHT SPREAD CANES NOTES

AR Acer rubrum 'October Glory' October Glory Red Maple 2 1/2" 28" min 12 - 14' N/A 1 B&B; 5' clear trunk

BG Buxus x 'Green Velvet' Green Velvet Boxwood - 18" B&B 30" 30"

HQ Hydrangea quercifolia 'snow queen' snow queen oakleaf hydrangea

- 18" B&B 30" 30" - 30" O.C.; triangular spacing

JC Juniperus conferta 'blue pacific' Blue pacific juniper - 3 gal. cont. OR B&B

12-18" 24 - 30" - 48" O.C. triangular spacing

LM Liriope muscari 'variegata' Variegated lily turf - 1 gal. cont. 18" 12" - 15" O.C.; triangular spacing

WORK TO BE COMPLETED AS PART OF

#2 PRICING AREA. ALL OTHER WORK

IS PART OF #1 PRICING AREA

ADDENDA #1 5-29-24

HQ 6

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SAN MH FR 956.13 INV 949.85

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SAN MH FR 963.80 INV 960.18

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SAN MH FR 963.51 INV 960.25

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SAN MH FR 958.03 INV 948.11

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SAN MH FR 963.93 INV 953.83

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8" PVC

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3 STORY BRICK

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BASEMENT FOUNDATION PLAN NOTES

F30 = SPREAD FOOTING. SEE SCHEDULE.

= WALL FOOTING. SEE SCHEDULE.WF20

= COLUMN PIER. SEE DET B/S3.2.P1

SF = STEP FOOTING. SEE DET G/S3.1.

FOUNDATION LEGEND

= RETAINING WALL FOOTING. SEE DET H/S3.1.RWF50

SGB = STEP GRADE BEAM. SEE DET C/S3.2.

(T O

P E

"ø (B

O T

ELE

V) = DRILLED PIER DIAMETER (INCHES), TOP ELEVATION,

AND BOTTOM ELEVATION.

GB1 = GRADE BEAM. SEE SCHEDULE ON DET D/S3.1.

= PIER CAP. SEE DET B/S3.1.PC35

1. ELEVATIONS SHOWN ARE TO THE TOP OF THE FOUNDATION AND ARE REFERENCED FROM EXISTING

FINISHED FIRST FLOOR REFERENCE ELEVATION (0'-0").

2. CENTER ALL WALL FOOTINGS ON WALL CENTERLINE UNLESS NOTED OTHERWISE ON PLAN. CENTER ALL

SPREAD FOOTINGS ON COLUMN GRID INTERSECTION UNLESS NOTED OTHERWISE ON PLAN.

3. SEE DWGS S1.1 & S1.2 FOR GENERAL NOTES. SEE DWG S1.3 FOR SPECIAL INSPECTIONS. SEE DWGS S3.1, S3.2 & S3.3 FOR TYPICAL FOUNDATION DETAILS. SEE DWG S5.1 FOR COLUMN SCHEDULE.

4. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE EXTERIOR FACE OF STEM WALL UNLESS NOTED OTHERWISE ON PLAN. SEE RELATED FOUNDATION SECTIONS FOR RELATIONSHIP BETWEEN CONCRETE STEM WALL AND

VENEER.

5. INTERIOR SLAB ON GRADE SHALL BE PLACED ON VAPOR RETARDER (SEE SPECIFICATIONS) OVER 4" THICK CRUSHED STONE OVER 24" THICK DENSE GRADE AGGREGATE (D.G.A.) OVER A SUBGRADE PREPARED IN

ACCORDANCE WITH THE RECOMMENDATIONS OF THE APPROVED GEOTECHNICAL REPORT.

6. REINFORCE SLABS ON GRADE AT RE-ENTRANT CORNERS PER DETAIL F/S3.3. REINFORCING BARS MAY NOT

BE SHOWN GRAPHICALLY ON PLAN IN ALL LOCATIONS.

7. PROVIDE 1/2" COMPRESSION EXPANSION JOINT BETWEEN INTERIOR SLAB ON GRADE AND EXISTING WALL

CONSTRUCTION. SEE DETAIL A/S3.2 FOR ISOLATION JOINT AROUND COLUMNS.

8. PROVIDE CONSTRUCTION JOINTS IN SLAB ON GRADE ALIGNING WITH BOTH FACES OF C.M.U. WALLS AT

OPENINGS IN INTERIOR LOAD-BEARING WALLS.

9. COORDINATE QUANTITY, SIZE AND LOCATION OF FLOOR DRAINS, FLOOR BOXES AND OTHER SLAB PENETRATIONS W/ MEP DWGS. REINFORCE AROUND PENETRATIONS IN SLAB ON GRADE LARGER THAN 6" IN

DIAMETER PER DETAIL G/S3.3.

10. PRIOR TO INSTALLING FOUNDATIONS, CONTRACTOR SHALL VERIFY THAT PLUMBING AND UTILITY

REQUIREMENTS DO NOT CONFLICT WITH FOOTING EXCAVATION AND/OR LOCATIONS.

11. EXTENT OF CONCRETE SLAB REPLACEMENT IN EXISTING STRUCTURE FOR UTILITIES, ETC. IS NOT SHOWN IN ENTIRETY ON STRUCTURAL DWGS. COORDINATE EXTENT OF SLAB REPLACEMENT WITH REQUIREMENTS IN

ARCH AND MEP DWGS.

12. ALL SHALLOW BUILDING FOOTINGS MUST BE SUPPORTED ON BEDROCK OR STRUCTURAL FLOWABLE FILL / LEAN CONCRETE PLACED OVER BEDROCK. REMOVE ALL SOIL BETWEEN PROPOSED FOUNDATION AND

BEDROCK.

(-10'-0") = TOP OF FOOTING/GRADE BEAM.

= CONSTRUCTION JOINT. SEE DET C/S3.3.CJ

SJ = SAWN CONTRACTION JOINT. SEE DET C/S3.3.

APPROXIMATE AREA OF EX CONCRETE S.O.G. TO BE FULLY REMOVED &

REPLACE DUE TO UTILITY WORK AND/OR OTHER DEMOLITION WORK. COMPACT

EX SUBGRADE & ADD ADDITIONAL BACKFILL IF REQUIRED PRIOR TO INSTALLING

NEW SLAB. REFER TO PLAN NOTES & GENERAL NOTES ON DWG S1.2 FOR SLAB

DEMOLITION / RECONSTRUCTION NOTES. INSTALL NEW 4" THICK CONCRETE

S.O.G. REINFORCED W/ 6x6-W2.1xW2.1 W.W.F. TOP/SLAB ELEV TO MATCH

ADJACENT SLAB CONSTRUCTION.

= STEEL POST. SEE SCHEDULE. P1

=C12x20.7 STAIR STRINGER.C12

FOUNDATION TAG NOTES

3 PROVIDE CONT 1/2" EXP JOINT BETWEEN NEW S.O.G. & EX WALL

CONSTRUCTION. DO NOT DOWEL EX S.O.G. INTO EX WALL CONSTRUCTION.

SEE DET L/S3.1 FOR CONNECTION BETWEEN NEW CONCRETE WALL & EX WALL.

INSTALL CONTINUOUS WATERSTOP ALONG JOINT.

RE-ENTRANT BARS AT CORNERS. SEE DET F/S3.3.

4 =

2 =

THICKENED SLAB BELOW MASONRY PARTITION, STAIR STRINGER BEARING

OR STEEL POST. SEE DET E/S3.3.

1 =

5 =

6 SEE ARCH DWGS FOR SUMP PIT LOCATION. COORDINATE W/ ELEVATOR

MANUFACTURER.

7 = 14" THICK ELEVATOR PAD REINFORCED W/ #5@12" O.C. EACH WAY TOP & BOTTOM.

TOP/PAD ELEV = (-13-3" ±). COORDINATE ELEVATION W/ ELEVATOR SUPPLIER.

8 =

9 =

TRENCH EXCAVATION OCCURS FOR UNDERGROUND UTILITIES. SEE MEP

DWGS & DET H/S3.3.

REMOVE EX C.M.U. WALL FOR NEW OPENING TO 8" BELOW F.F.E. COORDINATE

OPENING LOCATION & EXTENTS W/ ARCH DWGS. POUR NEW CONCRETE OVER

EX MASONRY & MATCH EX FLOOR TOP/SLAB ELEV. SEE FRAMING PLANS FOR

NEW LINTEL CONSTRUCTION ABOVE. SEE GENERAL NOTES ON DWG S1.2 FOR

ADDITIONAL INFORMATION ABOUT INSTALLING NEW OPENINGS IN EX WALLS.

10 = EX FOUNDATION CONSTRUCTION & ELEV ARE UNKNOWN. IF EX FOUNDATION IS

AT THE SAME ELEV AS THE NEW FOUNDATION, DRILL & ADHESIVE #5 x 2'-6"

DOWELS (6" EMBED) @12" O.C. INTO THE EX FOOTING, CENTERED ON EX FOOTING

DEPTH. IF THE EX FOUNDATION IS LOWER, KEEP THE TOP OF THE NEW FOOTING

ELEV THE SAME AND POUR OVER THE EX FOUNDATION WHILE DROPPING THE

BOTTOM ELEV OF THE NEW FOUNDATION TO MATCH THE BOTTOM OF THE EX

FOUNDATION. DRILL & ADHESIVE #5 x 2'-6" DOWELS (6" EMBED) @12" O.C INTO

THE EX FOOTING, CENTERED ON EX FOOTING DEPTH.

SEE DET L/S4.1 FOR CONNECTION BETWEEN C.M.U. WALL AND CONCRETE WALL.

= WALL BELOW DECK.

= C.M.U. WALL REINFORCED W/ #5@48" O.C. VERT CENTERED IN CORE.

= C.M.U. WALL REINFORCED W/ #5@16" O.C. VERT CENTERED IN CORE.

PROVIDE 16" BOND BEAM @ 8'-0" O.C. VERTICALLY FOR HEIGHT OF WALL.

= EX MASONRY WALL CONSTRUCTION. CONTRACTOR TO FIELD VERIFY

COMPOSITION.

= C.F.S. STUD WALL PER SCHEDULE ON DET .

= C.M.U. WALL REINFORCED W/ #5@8" O.C. VERT CENTERED IN CORE.

PROVIDE 16" BOND BEAM W/ (2) #5 CONT AT EACH FLOOR LEVEL.

A/S6.1

11 SEE DETAIL C/S3.3 FOR NEW SLAB TO EX SLAB CONNECTION, INSTALL CONTINUOUS

WATERSTOP ALONG JOINT.

12 SUMP PUMP. SEE MEP DWGS FOR PUMP. SEE DET FOR PIT CONSTRUCTION

AROUND PUMP.

= K/S3.3

0.9 1.9 2.9 4.11.1

6x6-W2.1xW2.1 W.W.F.

4" S.O.G.

(-9'-3"±)

'-2

'-4

"8 '-7

'-7

'-5

-4

'-4

'-2

-4

2'-2 3/8" 2'-0" 22'-9" 2'-0" 22'-9" 2'-0" 18'-10" 2'-0" 20'-4 1/4" 16'-3" 13'-10 3/4"

E.8

F.1

B.2

3.9

S J

S3.4

R W

-1

0' -0

RWF60 (-10'-0")

RWF50a (-10'-0")

R W

-1

0' -0

WF20 (-10'-0")

W F

-1 0'

-0

30"ø(-4'-0") (-13'-6")

30"ø(-4'-0") (-15'-0")

30"ø(-4'-0") (-15'-6")

"ø

(-8 '-4

(-1 6'-

"ø

(-3 '-4

(-1 6'-

"ø

(-4 '-0

(-1 6'-

"ø

(-4 '-0

(-1 3'-

"ø

(-4 '-0

(-1 6'-

"ø

(-4 '-0

(-1 7'-

30"ø(-5'-4") (-20'-0")

30"ø(-2'-8") (-19'-6")

36"ø(-5'-4") (-20'-6")

36"ø(-7'-4") (-20'-6")

36"ø(-5'-4") (-20'-6")

30"ø(-9'-4") (-21'-6")

"ø

(-9 '-4

(-2 1'-

30"ø(-7'-4") (-21'-0")

30"ø(-6'-8") (-21'-0")

30"ø(-5'-4") (-18'-0")

18'-1 7/8" 12'-8 1/8"

4'-3 3/8" 24'-8" 24'-9" 2'-8" 13'-1 5/8"

1'-11" 1'-1 3/8"

14'-8 1/4" 7'-9 3/4" 30'-10"

1'-0"

'-6

'-5

'-0

'-2

'-1

'-5

'-9

7 5/8"

8'-6" 1'-0"

'-0

5'-10 1/2"

7 5/8"

9'-0 3/4"

3.1 3.8

1'-0" 1'-0" 1'-0" 1'-0" 1'-0" 1'-0"

1'-0" 1'-0"

'-6

'-5

'-6

1'-6 3/4" ±10"

'-3

'-1

'-8

'-1

26'-9 1/2" ± 19'-1 1/4" ± 33'-0" ±

1'-6 3/4" ± 1'-0 7/8" ±

32'-0 3/8" ± 14'-5 1/2" ± 32'-4 7/8" ±

1'-2" ± 1'-2" ±

8'-9 1/4" ±

7 5/8" ±

7'-4 3/8" ±

'-2

'-6

'-5

8'-2" ± 24'-10" ±

'-6

'-1

'-9

'-6

'-3

'-2

'-3

'-7

1'-7"

'-3

P3 (-10'-0")

F30 (-1

0'- 0"

)F30

S T

U P

TYP

S3.4

(-10'-0")

F30

RWF50a (-12'-0")

R W

'-0

'-7

'-1

1'-2"

4.8

"ø

(-8 '-4

(-1 6'-

STAIR

WF-EX

WF-EXWF-EX

WF-EX

WF-EXWF-EX

WF-EXWF-EXWF-EXWF-EX

W F

-E X W

F -E

X W

F -E

W F

-E X

W F

-E X

W F

-E X

W F

-E X

W F

-E X

WF-EX

'-6

WF-EX

WF-EX WF-EXWF-EXWF-EX

WF-EXWF-EXWF-EXWF-EXWF-EX

W F

-E X

W F

-E X

W F

-E X

W F

-E X

W F

-E X

W F

-E X

W F

-E X

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

(-9'-3"±)

EX S.O.G.

W F

-E X

1'-0" ±

'-0

1'-2 7/8" ±

14'-11 1/4" ±14'-6" ±15'-1 1/2" ±

1'-2 7/8" ±

14'-7" ±

1'-2 7/8" ±

11'-8" ±

1'-2 7/8" ±

15'-2" ±

1'-1 1/4" ±

14'-8 5/8" ±

1'-1 1/4" ±

12'-0 3/8" ±

1'-1 1/4" ±

30'-6 1/2" ±

'-6

204'-9 1/8" ±

79'-8 3/4" ±

95'-0 3/8" 30'-10"

1'-3 5/16" ±

'-6

'-4

'-0

2'-5"

1'-0" 4'-0"6'-4" 1'-0"

11 5

"ø

(-6 '-0

(-1 5'-

"ø

(-6 '-0

(-1 6'-

WORK POINT

1 3/4" 1'-0"

0"8

'-7

/4 " 1

'-0

#2 PRICING AREA #1 PRICING AREA

U.N.O.

"ø

(-8 '-8

(-2 1'-

FDFD

5 5

IMPORTANT NOTE:

EXISTING FOUNDATION

ELEVATIONS AND

EXTENTS ARE UNKNOWN.

6x6-W2.1xW2.1 W.W.F.

4" S.O.G.

(-9'-3"±)

C J

C J1

PROJECT TRUE

REFERENCE ELEVATION (0'-0") = 963.2 SEA LEVEL

W E

STEEL POST SCHEDULE

HSS5x5x1/4P1

MARK POST SIZE BASE PL SIZE BASE PL DETAIL CAP PL SIZE CAP PL DETAIL WALL CONNECTION

PL 1/2x5 3/4x13 TYPE D, DET . PL 3/8 -- --

HSS12x2x5/16P2 PL 1/2 DET PL 3/8

A/S5.1

J/S3.3 DET N/S4.3 DET & DET J/S3.3 N/S4.3

HSS12x2x5/16P3 PL 1/2 DET PL 3/8N/S4.3 DET P/S4.3 DET & DET N/S4.3 P/S4.3

HSS12x2x5/16P4 PL 1/2 DET PL 3/8P/S4.3 DET P/S4.3 DET P/S4.3

HSS12x2x5/16P5 PL 1/2 DET PL 3/8P/S4.3 DET DET P/S4.3

HSS8x2x5/16P6 PL 1/2 DET SIM PL 3/8 DET SIM DET P/S4.3

P/S4.3

P/S4.3J/S3.3

NOTE:

FLOWABLE FILL/LEAN CONCRETE

SHOWN IN DETAILS BELOW FOOTING

AND ABOVE BEDROCK IS ONLY FOR

ILLUSTRATION. IT SHALL BE

CONTRACTOR'S RESPONSIBILITY TO

MEASURE AND CALCULATE AMOUNT OF

FLOWABLE FILL / LEAN CONCRETE

ACCORDING TO GEOTECHNICAL REPORT

AND INCLUDE COST IN THEIR BIDS.

S A

T E

OF KENTU

C K

BROWN KUBICAN, PSC+C

L ICEN S ED

P R

F E

S S I O N A L E N G

E E

HILARY O.

VITTITOW

33668

S A

T E

OF KENTU

C K

BROWN KUBICAN, PSC+C

L ICENS ED

P R

F E

S S I O N A L E N G

E E

ZHENG

WANG

25595

02/06/2024RTA DATE

DECA LOG #

A&E FILE NO.

CHECKED BY

DRAWN BY

DRAWING DATE

DRAWING NO.

AS BUILT DATE

MM/DD/YR

PHASE RTA FRANKFORT, KENTUCKY

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

FINANCE AND ADMINISTRATION CABINET

COMMONWEALTH OF KENTUCKY

ACCOUNT NO.

470 CAWYLX 3500

BCTC ADMINISTRATION BUILDING

RENOVATION AND ADDITION

SHERMAN CARTER BARNHART, PLLC

144 TURNER COMMONS WAY, SUITE 110

LEXINGTON, KY 40508

PHONE: 859.224.1351

FAX: 859.224.8446

DATEDESCRIPTION OF REVISIONS

REVISION HISTORY OF THIS DRAWING

DATEDESCRIPTION OF REVISIONS

DRAWING INFORMATION

02/06/2024

ADDENDUM 2 05/29/24

S2.1

BASEMENT FOUNDATION PLAN

B C

T C

A D

R A

N B

G R

E N

O V

A T

A N

D A

D D

GD/GS/HOV

HOV/ZJW

WALL FOOTING SCHEDULE

MARK WIDTH THICKNESS

REINFORCING

CONT BOTTOM

TRANSVERSE

REINFORCING BOTTOM

RWF50 5'-0" 1'-2" SEE SECTIONS SEE SECTIONS

RWF50a 5'-0" 1'-2" SEE SECTIONS SEE SECTIONS

RWF60 6'-4" 1'-2" SEE SECTIONS SEE SECTIONS

RWF70 7'-4" 1'-2" SEE SECTIONS SEE SECTIONS

WF20 2'-0" 1'-0" (2) #5 #4@96" O.C.

SPREAD FOOTING SCHEDULE

MARK LENGTH WIDTH THICKNESS

REINFORCING

E.W. BOTTOM

F30 3'-0" 3'-0" 1'-6" (6) #4

1/8" = 1'-0"S2.1

A BASEMENT FOUNDATION PLAN

IMPORTANT EXISTING BUILDING CONSTRUCTION NOTES:

1. IT IS THE DESIGN INTENT FOR NEW FLOOR CONSTRUCTION ADJACENT TO THE EXISTING FLOOR CONSTRUCTION TO ALIGN ON THE TOP SURFACE.

2. ELEVATIONS NOTED ON THE PLANS RELATE TO EXPECTIONS OF EXISTING CONSTRUCTION. SUCH ELEVATIONS MUST BE COORDINATED WITH FIELD VERIFIED EXISTING BUILDING CONSTRUCTION.

3. NOT ALL EXISTING BUILDING DMENSIONS MAY BE LABELED ON THE STRUCTURAL DRAWINGS. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL EXISTING BUILDING DIMENSIONS AND COORDINATE WITH FIELD VERIFIED DIMENSIONS.

4. NOT ALL NEW WALL OPENINGS RELATED TO MEP REQUIREMENTS MAY BE SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL ITEMS WITH MEP DRAWINGS AND PROVIDING ADDITIONAL

STRUCTURAL SUPPORT AS REQUIRED. SEE GENERAL NOTES FOR INFORMATION ON NEW PENETRATIONS IN EXISTING WALLS.

5. LOCATIONS WHERE EXISTING SLAB ON GRADE IS REMOVED FOR MEP & ARCHITECTURAL REQUIREMENTS, IS NOT SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATE WITH ARCHITECTURAL

AND MEP DRAWINGS FOR ALL NEW SLAB PENETRATIONS AND SHALL REPLACE SLAB AS REQUIRED FOR COMPLETED STRUCTURE. SEE GENERAL NOTES ON S1.2 FOR EXISTING SLAB ON GRADE REPLACEMENT REQUIREMENTS.

IMPORTANT NOTE:

THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR DESIGNING, SUPPLYING, AND INSTALLING ALL TEMPORARY SHORING NECESSARY TO REMOVE EXISTING AND INSTALL NEW STRUCTURAL ELEMENTS. THE DESIGN OF THE SHORING MUST BE DONE BY A PROFESSIONAL ENGINEER LICENSED TO PRACTICE IN THE STATE OF KENTUCKY. THE CONTRACTOR SHALL SUBMIT TO THE ARCHITECT (FOR RECORD) TEMPORARY SHORING DRAWINGS (PLANS AND ANY NECESSARY DETAILS), SEALED, SIGNED AND DATED BY THE PROFESSIONAL ENGINEER RESPONSIBLE FOR THEIR PREPARATION.

ALL TEMPORARY VERTICAL SHORING SHALL EXTEND FROM SUPPORTED STRUCTURE THROUGH ALL FLOORS DOWN TO BASEMENT SLAB ON GRADE OR TO TOP OF ADEQUATE LOAD BEARING WALL AS DETERMINED BY SHORING ENGINEER.

IMPORTANT NOTE:

EXISTING CONSTRUCTION SHOWN IS BASED ON OBSTRUCTED FIELD OBSERVATION AND

GENERAL CONSTRUCTION PRACTICE AND IS NOT GUARANTEED TO BE TRUE OF EXACT.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR FIELD VERIFYING EXISTING CONDITIONS

AND DIMENSIONS, INCLUDING EXISTING STRUCTURAL LAYOUTS AND ELEVATIONS, PRIOR

TO SUBMITTING SHOP DRAWINGS. ACTUAL DIMENSIONS/ELEVATIONS SHALL BE MARKED

ON SHOP DRAWINGS PRIOR TO SUBMITTAL TO ARCHITECT/ENGINEER. SUBCONTRACTORS

SHALL COORDINATE WITH FIELD-VERIFIED CONDITIONS RELATIVE TO THEIR WORK.

8" S.O.G.4" S.O.G.

PROJECT TRUE

REFERENCE ELEVATION (0'-0") = 963.2 SEA LEVEL

W E

E e6e5e4e1 e2 e3 eA eB

0.9 1.9 2.9 4.11.1

6x6-W2.1xW2.1 W.W.F.

4" S.O.G.

S6.0

'-2

'-1

'-7

'-5

8' -4

'-4

2'-2 3/8"

2'-0" 22'-9" 2'-0" 22'-9" 2'-0" 18'-10" 2'-0" 20'-4 1/4" 16'-3" 13'-10 3/4"

'-5

'-4

'-2

10"

10" 1'-2 3/8" 1'-2" ±

'-2

1'-2" ±

'-2

-4

'-1

'-6

'-3

'-2

1'-8" 1'-0"

'-0

1'-11 1/4"

E.8

F.1

B.2

3.9

4'-3 3/8" 24'-8" 24'-9" 2'-8" 13'-1 5/8"

1'-11" 1'-1 3/8"

14'-8 1/4" 7'-8" 30'-11 3/4"

5'-8"

EX WOOD JOIST

6x6-W2.1xW2.1 W.W.F.

4" S.O.G.

1'-0"

'-0

'-9

'-1

1'-0" 5'-10 1/2"

7 5/8"

9'-0 3/4"

-6

0' -6

EX WOOD JOISTEX WOOD JOIST

EX WOOD JOIST

EX WOOD JOISTEX WOOD JOIST

EX WOOD JOIST

EX WOOD

JOIST

EX WOOD JOISTEX WOOD JOIST

EX STEEL BEAM

EX WOOD JOIST

0' -6

W10 (-0'-6")

0' -6

C O

N T

L 6x

C O

N T

L6 x3

C O

N T

L 6x

W10 (-0'-6")

0' -6

5'-10" 5'-10" 5'-10" 5'-10"

C O

N T

L 6x

S3.4

G B

3' -4

GB4 (-3'-4")

GB5 (-2'-0")

GB4 (-7'-4")

G B

3' -4

GB5 (-3'-4")

S3.4

G B

7' -4

GB4 (-6'-8")

GB2 (-2'-0")

GB2 (-3'-4")

GB3 (-5'-4")

G B

2' -0

-0

G B

2' -0

GB2 (-2'-0")

G B

2' -0

S4.4

C O

N T

L 6x

2 F

S4.4

9 1/4"

CONT

L6x3 1/2

S4.4

ML16

EX FLOOR

EX FLOOR F

O R

E P

E M

E N

T /R

E P

O R

W A

T E

R C

E T

EX FLOOR

BP1

3.1 3.8

B P

S J

C J

3'-4 3/8" 53'-0 1/4" 15'-1 5/8" 42'-8 1/4" 12'-8 1/8"

'-6

'-7

56'-8 3/4" 14'-9 1/2" 42'-8" 12'-8 3/8"

2'-0 3/8"

'-0

'-7

1'-3"1'-7"

1'-0 1/4"

'-2

1'-0 1/4"

'-7

1'-7"

1'-3"

32'-0 3/8" ± 14'-5 1/2" ± 32'-4 7/8" ± 17'-5" ±

1'-2" ±

'-1

'-3

± 1 '-5

'-3

'-9

'-5

'-6

'-2

8 1/8" ±10 9/16" ±

223'-2 3/8" ±

17'-8 3/8" ± 12'-3" ± 16'-7" ± 4'-1" ± 12'-3" ± 34'-3 3/8" ±

15'-4 1/4" ± 13'-9" ± 20'-6 1/2" ± 13'-9" ± 15'-6" ±

1'-6" ± 1'-6" ± 1'-6" ± 1'-6" ±

26'-9 1/2" ± 19'-1 1/4" ± 33'-0" ± 17'-5" ±

1'-2" ± 1'-2" ± 8'-2" 24'-10"

'-6

'-2

8'-9 1/4" ±

7 5/8" ±

7'-4 3/8" ±

'-2

'-6

'-1

'-3

'-6

15'-6 3/4" ±

'-8

'-9

'-6

'-3

8'-2" ± 24'-10" ±

'-3

'-4

'-1

'-2

'-7

EP1

EP1TYP OF 8

0' -6

7 5/8"

8'-6"

S T

U P

S T

D O

W N

S4.4

C12

TYP O

F 2

S6.0

T Y

P O

C12

S4.4

'-3

4 7/8" 6 3/4"

V.L.E. = (-6'-0")V.L.E. = (-0'-8") V.L.E. = (-6'-0")V.L.E. = (-4'-0")V.L.E. = (-2'-8")

V.L.E. = (-6'-0")V.L.E. = (-4'-0") V.L.E. = (-4'-8")

SIM

S4.4

SE2 SE2

SE1

SE2

SE1

SE2

SE1

L 6x

EX FLOOR

WF20 (-6'-0")

STAIR DOWN H

S3.4

S 8.

1'-1"

'-0

(-0 '-8

")PC35

(-3 '-4

PC35

+P7

(-5 '-4

PC35

(-3'-4")

PC35+P8

(-7'-4")

PC35+P6

(-7'-4")

PC35+P5

(-2'-0")

PC35+P11 (-2'-0")

PC35+P10

(-2

'-0

PC35

(-5'-4")

PC3555+P12

(-4'-8")

PC3555+P12

(-3

'-4

PC35

+P12

(-4'-0")

PC35+P13

(-4'-0")

PC35+P13

10'-6"

V.L.E. = (-0'-8")

G B

1' -4

S T

U P

SGB

SGB SGB

4.8

SGB

GB3

(-5'-4")

G B

1' -4

SIM

STAIR

DOWN

WF-EX

W F

-E X

WF-EX

W F

-E X

W F

-E X

WF-EX

EX FLOOR

EX FLOOREX FLOOREX FLOOR

EX FLOOR

EX FLOOR EX FLOOR

S3.4

OPH

S3.4

WF20 (-6'-0")

4'-10"

'-1

'-9

CONCRETE SLAB

EX ELEVATED

TYP

15'-7 3/8" ±

8 1/2" ±

15'-0 7/8" ±

8 1/2" ±

12'-1 3/4" ±

8 1/2" ±

15'-2" ±

8 1/2" ±

15'-8 3/4" ±

8 1/2" ±

15'-3 5/8" ±

8 1/2" ±

12'-5 7/8" ±

8 1/2" ± 31'-1" ±

'-2

EX BEAM

E X

B E

A M

L- E

X L-

E X

L- E

L-EX

L- E

L-EX L-EX L-EX

L-EXL-EXL-EXL-EX

L- E

X L-

E X

L- E

L-EX L-EXL-EX L-EX

L- E

L-EX L-EX

L-EXL-EXL-EX

L-EX

13'-0 3/8" 12'-0"

V.L.E. = (-3'-4")

1'-8"

10" 1'-1 1/4"

GB1

(-2'-0")

10" 10"

GB4 (-5'-4")

SGB

3 3/8"

10"

11"

SIM

1'-0" 11"

#4@12" O.C. x 10'-0" TYP

IN THICKENED SLAB

8" T

K E

N E

D S

.O .G

WORK POINT

10'-10 5/8"

SEE DET F/S3.3

TYP SEE DET E/S3.3

TYP

B P

#2 PRICING AREA #1 PRICING AREA

U.N.O.

(-6'-8")

PC3555+P12

SIM

W10W10 1 '-6

S3.3

LL (ABOVE)

STEEL POST SCHEDULE

HSS5x5x1/4P1

MARK POST SIZE BASE PL SIZE BASE PL DETAIL CAP PL SIZE CAP PL DETAIL WALL CONNECTION

PL 1/2x5 3/4x13 TYPE D, DET . PL 3/8 -- --

HSS12x2x5/16P2 PL 1/2 DET PL 3/8

A/S5.1

J/S3.3 DET N/S4.3 DET & DET J/S3.3 N/S4.3

HSS12x2x5/16P3 PL 1/2 DET PL 3/8N/S4.3 DET P/S4.3 DET & DET N/S4.3 P/S4.3

HSS12x2x5/16P4 PL 1/2 DET PL 3/8P/S4.3 DET P/S4.3 DET P/S4.3

HSS12x2x5/16P5 PL 1/2 DET PL 3/8P/S4.3 DET DET P/S4.3

HSS8x2x5/16P6 PL 1/2 DET SIM PL 3/8 DET SIM DET P/S4.3

P/S4.3

P/S4.3J/S3.3

FRAMING PLAN NOTES

1. ELEVATIONS SHOWN ARE TO THE TOP OF STEEL AND ARE REFERENCED

FROM EXISTING FINISHED FIRST FLOOR REFERENCE ELEVATION (0'-0").

OTHER FLOOR ELEVATIONS SHOWN ARE REFERENCED (PLUS OR MINUS)

FROM EXISTING FIRST FLOOR ELEVATION. CONTACT ARCHITECT IF FLOOR

TO FLOOR HEIGHTS VARY MORE THAN 1" FROM ELEVATIONS SHOWN ON

DRAWINGS.

2. TOP OF FLOOR ELEVATIONS ARE EQUAL TO TOP OF CONCRETE TOPPING

SLAB ELEVATION. FINISHED FIRST FLOOR ELEVATION = (0'-0"). FINISHED

SECOND FLOOR ELEVATION = (12'-3"±) UNLESS NOTED OTHERWISE.

FINISHED THIRD FLOOR ELEVATION = (24'-1±), UNLESS NOTED OTHERWISE.

ROOF ELEVATIONS ARE NOTED ON PLANS.

3. TOP OF STEEL BEAMS ELEVATIONS ARE PROVIDED ON PLAN.

4. CENTER ALL COLUMNS ON GRIDS UNLESS NOTED OTHERWISE ON PLAN.

CENTER ALL HSS AND WIDE-FLANGE BEAMS ON GRIDS UNLESS NOTED

OTHERWISE ON PLANS. WHERE CHANNEL BEAM OCCURS, BACK FACE OF

CHANNEL WEB IS AT GRID UNLESS NOTED OTHERWISE ON PLAN OR IN

SECTIONS.

5. SEE DWGS S1.1 & S1.2 FOR GENERAL NOTES. SEE DWGS S4.1, S4.2 AND

S4.3 FOR TYPICAL FRAMING DETAILS. SEE DWG S5.1 FOR COLUMN

SCHEDULE. SEE DWG S6.1 FOR TYPICAL C.F.S. FRAMING DETAILS.

6. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE EXTERIOR FACE OF BRICK

VENEER UNLESS NOTED OTHERWISE ON PLAN. SEE RELATED FRAMING

SECTIONS FOR RELATIONSHIP BETWEEN C.M.U. WALL AND BRICK VENEER.

7. COORDINATE QUANTITY, SIZE AND LOCATION OF FLOOR DRAINS FLOOR

BOXES AND OTHER SLAB PENETRATIONS W/ MEP DRAWINGS.

8. PROVIDE LOOSE LINTELS PER SCHEDULE IN GENERAL NOTES ON S1.1

OVER ALL MASONRY OPENINGS NOT OTHERWISE SHOWN ON STRUCTURAL

DWGS, INCLUDING BUT NOT LIMITED TO DUCT PENETRATIONS, ETC. IN

VENEERS, MASONRY PARTITIONS, AND EXISTING MASONRY WALL

CONSTRUCTION.

9. SIZE AND LOCATION OF ROOF TOP MECHANICAL UNITS SHALL BE

COORDINATED WITH THE MECHANICAL CONTRACTOR. OPERATING WEIGHT

OF UNIT (INCLUDING CURBS) SHALL NOT EXCEED WEIGHT SHOWN ON

PLAN. SEE DET H/S4.3 FOR ADDITIONAL FRAMING REQUIREMENTS AT

UNITS. SEE DET G/S4.3 FOR JOIST REINFORCEMENT AT THE

CONCENTRATED LOADS FROM UNITS.

10. NOT ALL HEADERS IN COLD-FORMED STEEL STUDS WALLS ARE SHOWN ON

STRUCTURAL DRAWINGS. SEE COLD-FORMED STEEL FRAMING SCHEDULE

ON DWG S6.1 FOR HEADER SIZES. COORDINATE LOCATION, QUANTITY AND

DIMENSIONS OF ALL OPENINGS WITH ARCHITECTURAL AND

MECHANICAL/ELECTRICAL/PLUMBING DRAWINGS.

1. ELEVATIONS SHOWN ARE TO THE TOP OF THE FOUNDATION AND ARE

REFERENCED FROM EXISTING FINISHED FIRST FLOOR REFERENCE ELEVATION

(0'-0").

2. CENTER ALL WALL FOOTINGS ON WALL CENTERLINE UNLESS NOTED

OTHERWISE ON PLAN. CENTER ALL SPREAD FOOTINGS ON COLUMN GRID

INTERSECTION UNLESS NOTED OTHERWISE ON PLAN.

3. SEE DWGS S1.1 & S1.2 FOR GENERAL NOTES. SEE DWG S1.3 FOR SPECIAL

INSPECTIONS. SEE DWGS S3.1, S3.2 & S3.3 FOR TYPICAL FOUNDATION

DETAILS. SEE DWG S5.1 FOR COLUMN SCHEDULE.

4. ALL EXTERIOR DIMENSIONS ARE GIVEN TO THE EXTERIOR FACE OF STEM

WALL UNLESS NOTED OTHERWISE ON PLAN. SEE RELATED FOUNDATION

SECTIONS FOR RELATIONSHIP BETWEEN CONCRETE STEM WALL AND

VENEER.

5. INTERIOR SLAB ON GRADE SHALL BE PLACED ON VAPOR RETARDER (SEE

SPECIFICATIONS) OVER 4" THICK CRUSHED STONE OVER 24" THICK DENSE

GRADE AGGREGATE (D.G.A.) OVER A SUBGRADE PREPARED IN ACCORDANCE

WITH THE RECOMMENDATIONS OF THE APPROVED GEOTECHNICAL REPORT.

6. REINFORCE SLABS ON GRADE AT RE-ENTRANT CORNERS PER DETAIL F/S3.3.

REINFORCING BARS MAY NOT BE SHOWN GRAPHICALLY ON PLAN IN ALL

LOCATIONS.

7. PROVIDE 1/2" COMPRESSION EXPANSION JOINT BETWEEN INTERIOR SLAB ON

GRADE AND EXISTING WALL CONSTRUCTION. SEE DETAIL A/S3.2 FOR

ISOLATION JOINT AROUND COLUMNS.

8. PROVIDE CONSTRUCTION JOINTS IN SLAB ON GRADE ALIGNING WITH BOTH

FACES OF C.M.U. WALLS AT OPENINGS IN INTERIOR LOAD-BEARING WALLS.

9. COORDINATE QUANTITY, SIZE AND LOCATION OF FLOOR DRAINS, FLOOR

BOXES AND OTHER SLAB PENETRATIONS W/ MEP DWGS. REINFORCE AROUND

PENETRATIONS IN SLAB ON GRADE LARGER THAN 6" IN DIAMETER PER DETAIL

G/S3.3.

10. PRIOR TO INSTALLING FOUNDATIONS, CONTRACTOR SHALL VERIFY THAT

PLUMBING AND UTILITY REQUIREMENTS DO NOT CONFLICT WITH FOOTING

EXCAVATION AND/OR LOCATIONS.

FOUNDATION PLAN NOTES FRAMING LEGEND

= WALL BELOW DECK.

= C.M.U. WALL REINFORCED W/ #5@48" O.C. VERT CENTERED IN CORE.

= C.M.U. WALL REINFORCED W/ #5@16" O.C. VERT CENTERED IN CORE.

PROVIDE 16" BOND BEAM @ 8'-0" O.C. VERTICALLY FOR HEIGHT OF WALL.

= EX MASONRY WALL CONSTRUCTION.

This is the start of the file's text. The full file is on GovTribe.

File details come from the government source that posted it. Updated May 31, 2024.