Addendum No 1.pdf

COMMONWEALTH OF KENTUCKY

DEPARTMENT FOR FACILITIES AND SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

INVITATION TO BID NO: RFB-237-25

FOR: KSP - Post 11 Building Renovations Kentucky State Police Laurel County, Kentucky

DATE: May 6, 2025

ADDENDUM NO. One (1)

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 attached for all additions, deletions, and/or changes to specifications and/or drawings.

END OF ADDENDUM

Invitation to Bid No. RFB-237-25 For: KSP - Post 11 Building Renovations Kentucky State Police Laurel County, Kentucky

Kristi Sharp, Statewide Procurement Manager Division of Engineering and Contract Administration

Morris Workshop Architects | 151 N. Eagle Creek Drive | Suite 105 | Lexington, Kentucky | 40509

859.300.3745 | www.morrisworkshop.com

KSP Post 11 Building Renovations DECA Account Number: 520-CBBL-VR06-00 Commonwealth of Kentucky MWA Project Number: 2424 11 State Police Road, London, KY 40741 Addendum #1

KSP Post 11 Building Renovations

Addendum #1 Issued: May 5, 2025

BIDDER QUESTIONS:

1. Pg A310 Detail B: what will wood blocking be attached to?

A. The exterior grade wood blocking is to be attached to the CMU wall structure.

2. Pg. A310 detail A & Pg A401 detail G: we are needing to know which detail is correct for the concrete.

One calls for 4’’ over wwf and the other calls for 6’’ w/ #3 @ 24’’ OC.

A. A/A310 SECTION A provides thickness and reinforcement for the mow strip located at the plan north of the building. Detail G/A401 CONCRETE PAVEMENT / SIDEWALK TURNED DOWN EDGE is for the replacement paving located at the plan east and west of the building. Refer to

A100 FLOOR PLAN.

3. Please provide brick count or percentage of tuck pointing for exterior masonry.

A. Extent of exterior repairs are well documented in the Demolition Elevations (AD200) and Repair Photos (AD300 – AD304).

*Building is open to additional site visits by appointment.

Contact Sgt. Josh Wilson 606-878-6622

ARCHITECTURAL

Substitution Request:

1. Refer to specification 098413 FIXED SOUND-ABSORPTIVE PANELS. Provided the vendor meets all product requirements, “G&S Acoustics” may be listed as an acceptable manufacturer.

Plan Sheet Changes:

2. Refer to DEMOLITION / MASONRY REPAIR NOTES on the AD sheets. Revise note 2 to refer to specification 040100 MAITENANCE OF MASONRY instead of 04 0120.63 and 040120.64.

3. Refer to attached revised sheet A310 WALL SECTIONS. Wall sections A, B, and C have been revised to reflect A/A401 TYPICAL DETAIL AT EXTERIOR BEAM ENCASEMENT.

4. Refer to attached revised sheet A400 INTERIOR ELEVATIONS. In the FINISH LEGEND, replace manufacturer for PT-1 and PT-2 with “SHERWIN WILLIAMS CONFLEX SHERLASTIC”.

5. Refer to attached revised sheet A401 DETAILS for revised detail A/A401 TYPICAL DETAIL AT EXTERIOR BEAM ENCASEMETN to extend new soffit panel and insulation to overlap existing soffit.

http://www.morrisworkshop.com/

Morris Workshop Architects | 151 N. Eagle Creek Drive | Suite 105 | Lexington, Kentucky | 40509

859.300.3745 | www.morrisworkshop.com

KSP Post 11 Building Renovations DECA Account Number: 520-CBBL-VR06-00 Commonwealth of Kentucky MWA Project Number: 2424 11 State Police Road, London, KY 40741 Addendum #1

6. Refer to attached revised sheet A510 STOREFRONT. Sill flashing added to 9/A510 DETAIL @

STOREFRONT SILL.

MEP

Attachments:

1. Site Meeting 4/30/25 Sign-in Sheet

2. A310 – WALL SECTIONS

3. A400 – INTERIOR ELEVATIONS

4. A401 – DETAILS

5. A510 - STOREFRONT

END OF ADDENDUM

http://www.morrisworkshop.com/

BILL NOVAK DECA Bill.Novak@ky.gov SGT. WILSON KSP POST 11 Joshua.Wilson@ky.gov KELLIN VELLENOWETH MORRIS WORKSHOP Kellin@morrisworkshop.com BRANDON SARRETT MORRIS WORKSHOP BSarrett@morrisworkshop.com

Site Meeting

FIRST FLOOR

0' - 0"

PARAPET

14' - 8"

ROOF

12' - 0"

A

B.O. OVERHANG

8' - 8"

AA

EXISTING WALL

ALUMINUM STOREFRONT

4" CONCRETE PAVEMENT 4500 PSI

PREFINISHED METAL

DOWNSPOUT

EXISTING WALL

PAINT EXISTING

SOFFIT PANEL, TYP.

SBS MODIFIED BITUMEN ROOF ASSEMBLY

COPING CAP

4'

8" 1'

4"

2'

0"

A401 A

Sim

A401 B

Sim

B

WEEP 24" O.C.

4" DGA COMPACTED TO 95%

STANDARD PROCTOR DENSITY

EXPANSION JOINT

6"x6" WELDED WIRE MESH ON CHAIRS

CONCRETE SPLASH GUARD NOT

TO BE PINNED TO BUILDING

PAINT ENTIRETY OF WALL

TO MATCH EXISTING

SF 1

1' - 0"

8"

4" 4"

EXISTING 6" BATT INSULATION,

VERIFY SOFFIT AND BEAM

COVERAGE IN FIELD, TYP.

FIRST FLOOR

0' - 0"

PARAPET

14' - 8"

ROOF

12' - 0"

B.O. OVERHANG

8' - 8"

Y

A401 A

4'

8" 1'

4"

5'

4"

A401 B

EXISTING WALL

SBS MODIFIED BITUMEN

ROOF ASSEMBLY

EXISTING WALL

NEW COPING CAP

WEEP 24" O.C.

REINSTALL FACE BRICK

NEW BUILDING SIGNAGE

BY OTHERS.

COORDINATE BLOCKING.

ALUMINUM STOREFRONT

PAINT EXISTING SOFFIT PANEL, TYP.

SF 6

FIRST FLOOR

0' - 0"

PARAPET

14' - 8"

ROOF

12' - 0"

B.O. OVERHANG

8' - 8"

Y

EXISTING WALL

4'

8" 1'

4"

3" 5'

1"

BUILDING SIGNAGE BY

OTHERS

SBS MODIFIED BITUMEN ROOF ASSEMBLY

COPING CAP

A401 A

Sim

A401 B

Sim

BLOCKING

WEEP 24" O.C.

EXISTING WALL

1'

7/

8"

ALUMINUM STOREFRONT

CUSTOM ALUMINUM CLOSURE

PANEL, INTERIOR AND EXTERIOR,

TO COVER ADDITIONAL

BLOCKING REQURIED

SF 4

ACCOUNT NO.

DRAWING NO.

DRAWING

DATE

A&E FILE NO.

CHECKED BY

DRAWN BY COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

520-CBBL-VR06-00

PHASE

RTA DATE

DECA LOG #

DRAWING INFORMATION

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

REVISION HISTORY OF THIS DRAWING

RTA

AS BUILT DATE

04/03/25

A310

WALL SECTIONS

KSP POST 11 BUILDING RENOVATIONS

04/03/2025

KTV / BM

BS / KTTV

SCALE: 3/4" = 1'-0"A310

A SECTION A

SCALE: 3/4" = 1'-0"A310

C SECTION C

SCALE: 3/4" = 1'-0"A310

B SECTION B

PROVIDE EXPANSION JOINTS

EVERY 50' IN CONCRETE SLAB.

INSTALL TWO #3 REBAR 12" LONG

@ 4" O.C. CENTERED IN SLAB. TYP.

PROVIDE TURN DOWNS AT

CONCRETE SLAB EXPANSION

JOINT LOCATIONS. TYP.

1 1

ADD 1 ADD 1

ADD 1

REVISION 1, ADDENDUM 1 05/05/2025

FWP-1

INTERROGATION

101B

EQ. 8' - 0"

4'

1" 3'

1"

RB-1

FIRST FLOOR

0' - 0"

INTERROGATION

101B

FWP-1

EQ.8' - 0"EQ.

3'

1" 4'

1"

RB-1

FIRST FLOOR

0' - 0"

INTERROGATION

101B

FWP-1

EQ. 8' - 0" EQ.

4'

1" 3'

1"

RB-1

FIRST FLOOR

0' - 0"

INTERROGATION

101B

FWP-1

EQ. 8' - 0" EQ.

4'

1" 3'

1"

RB-1

TAG MANUFACTURERCATEGORY DESCRIPTION REMARKS

WALLS

MTL-1 ALUCOBOND COLOR TO BE SELECTED

BY ARCHITECT

FORMAT

BEAM

ENCASEMENT

CORRUGATED

METAL PANEL

FLOORS

ACP-1 MATCH EXISTING

CEILING

MISCELLANEOUS

BRK-1 - -TO MATCH EXISTING8" BRICK -

- -2'-0" x 2'-0"ACOUSTIC

PANEL/GRID

FINISH LEGEND

PT-1 SW 7073

NETWORK GRAY

FIELD WALLELASTOMERIC PAINT SHERWIN WILLIAMS LOXON

PRIMER

PT-2 FIELD WALLELASTOMERIC PAINT

CMU - -INTERIOR WALLCONCRETE

MASONRY UNIT

SHERWIN WILLIAMS

CONFLEX SHERLASTIC

SW 6993

BLACK OF THE NIGHT

SHERWIN WILLIAMS LOXON

PRIMER

*REFER TO SPECIFICATIONS FOR ALL FINISHES

FWP-1 ACOUSTICAL PANEL

SYSTEM (APS, INC)

ECOCORE HI-IMPACT2' x 97" x 2"FABRIC WRAPPED

ACOUSTICAL PANEL

CPT-1 CARPET TILE MATCH EXISTING CHARCOAL GRAYMOHAWK MATCH EXISTING

PT-3 SW 7074

SOFTWARE

DOOR AND FRAMEPAINT -

SF

YKK 45TUREFER TO FRAME

TYPES & SCHEDULE

STOREFRONT BLACK -

RB-1 - JOHNSONITE BLACK4" CONTINUOUSRESILIENT BASE -

SHERWIN WILLIAMS

CONFLEX SHERLASTIC

ACCOUNT NO.

DRAWING NO.

DRAWING

DATE

A&E FILE NO.

CHECKED BY

DRAWN BY COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

520-CBBL-VR06-00

PHASE

RTA DATE

DECA LOG #

DRAWING INFORMATION

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

REVISION HISTORY OF THIS DRAWING

RTA

AS BUILT DATE

04/03/25

A400

INTERIOR ELEVATIONS

KSP POST 11 BUILDING RENOVATIONS

04/03/2025

KTV / BM

BS / KTTV

SCALE: 1/2" = 1'-0"A400

1 INTERIOR ELEVATION

SCALE: 1/2" = 1'-0"A400

3 INTERIOR ELEVATION

SCALE: 1/2" = 1'-0"A400

4 INTERIOR ELEVATION

SCALE: 1/2" = 1'-0"A400

2 INTERIOR ELEVATION

ROOM FINISH SCHEDULE

NAME FLOOR FINISH BASE WALL FINISH CEILING COMMENTS

STORAGE - - MATCH

EXISTING

INTERROGATION CPT-1 RB-1 PT ACP-1 ARCHITECT TO SELECT

PAINT COLOR

OFFICE - - MATCH

EXISTING

OFFICE - - MATCH

EXISTING

OFFICE - - MATCH

EXISTING

OFFICE - - MATCH

EXISTING

OFFICE - - MATCH

EXISTING

WORKROOM - - MATCH

EXISTING

OFFICE - - MATCH

EXISTING

EVIDENCE - - MATCH

EXISTING

CONTRABAND - - MATCH

EXISTING

1 ADD 1

JAMB ANCOR

4" FACE BRICK

AIR SPACE

1" RIGID INSULATION

6" CONCRETE BLOCK

GROUT FRAME

3"

BRICK ANCOR

A

FIREPROOF SEALANT AT SEAM

EXISTING WALL ASSEMBLY

8" CONCRETE MASONRY UNIT

ROOF

12' - 0"

B.O. OVERHANG

8' - 8"

Y

9 1/2"

1'

7/

8" PARAPET

14' - 8"

ROOF

12' - 0"

Y

6"4"

COPING

EXISTING WALL

MODIFIED BITUMEN ROOF ASSEMBLY

ROOF FINISH TO WRAP

OVER WALL ASSEMBLY

CANT STRIP

COVER BOARD

V.I.F.

EXTERIOR GRADE

BLOCKING

NEW BUILDING SIGNAGE

BY OTHERS

FIRST FLOOR

0' - 0"

PARAPET

14' - 8"

ROOF

12' - 0"

B.O. OVERHANG

8' - 8"

W

ALUMINUM MOUNTING BRACKETS

AND ANCHORS - SIZE AS REQUIRED

TO SUPPORT LOADS. COORDINATE

OFFSET FROM WALL WITH NEW

BEAM WRAP ASSEMBLY.

ALUMINUM MOUNTING BRACKETS

AND ANCHORS - SIZE AS REQUIRED

TO SUPPORT LOADS.

1' -0

" M

AX

ALUMINUM MOUNTING BRACKETS AND

ANCHORS - SIZE AS REQUIRED TO SUPPORT

LOADS, ANCHOR TO CONCRETE PAD

PROVIDE MIN 1/4"X4"X4"

GALVANIZED PLATE @ EACH

5/8" DIA. THROUGH BOLT

PROVIDE MIN 1/4"X4"X4"

GALVANIZED PLATE @ EACH

5/8" DIA. THROUGH BOLT

6" MIN.

FLUID APPLIED AIR BARRIER

M

AX

1'

0"

1'

9" 1'

9"

2' - 0"

FLAT STEEL BAR SIDE RIAL AND

EXTENSION

STEEL BAR GRATING

COORDINATE LADDER

CONFIGURATION WITH

PARAPET WALL

FIRST FLOOR

0' - 0"

PARAPET

14' - 8"

ROOF

12' - 0"

B.O. OVERHANG

8' - 8"

ALUMINUM PANEL SECURITY DOOR ,

HINGED TO SIDE RAIL WITH HASP FOR

PADLOCK BY LADDER MANUFACTURER.

PROVIDE RUBBER BUMPERS TO PREVENT

DOOR FROM BANGING AGAINST LADDER

2 1/4" SERRATED ALUMINUM RUNGS, ALL

RUNGS ARE TO BE EQUALLY SPACED

RUNGS TO BE A MIN OF 6" FROM WALL

ALUMINUM MOUNTING BRACKETS

AND ANCHORS - SIZE AS REQUIRED

TO SUPPORT LOADS.

3" x 1" x 1/8" FLAT

ALUMINUM BAR SIDE RAIL

ALUMINUM MOUNTING BRACKETS AND

ANCHORS - SIZE AS REQUIRED TO SUPPORT

LOADS, ANCHOR TO CONCRETE PAD

ALUMINUM MOUNTING BRIDGING AND

ANCHORS - SIZE AS REQUIRED TO

SUPPORT LOADS

EQ

. S

PA

C

IN

G

1' M

AX

1' -0

" M

AX

1/2" RADIUS

4500 PSI 6" THICK CONCRETE WITH TURNED DOWN

EDGES. FINISH WITH MADIUM BROOM FINISH.

#4 BAR 16" LONG DOWE @ 12" O.C. PLACE INTO

CONCRETE ON ONE END BETWEEN SLABS.

1/2" EXP. JOINT @ 30' O.C. MAX. FILL TOP WITH 1/2"

ELAST. JT. COMPOUNT. TYP.

SAW CUT JOINT 1/4" DEPTH OF CONCRETE THICKNESS.

TYP.

#3 BARS @ 24" O.C. EACH WAY ON CHAIRS

DGA COMPACTED TO 98% STANDARD PROCTOR DENSITY

SUBGRADE COMPACTED TO 98% STANDARD PROCTOR

DENSITY

6" 6"

ACCOUNT NO.

DRAWING NO.

DRAWING

DATE

A&E FILE NO.

CHECKED BY

DRAWN BY COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

520-CBBL-VR06-00

PHASE

RTA DATE

DECA LOG #

DRAWING INFORMATION

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

REVISION HISTORY OF THIS DRAWING

RTA

AS BUILT DATE

04/03/25

A401

DETAILS

KSP POST 11 BUILDING RENOVATIONS

04/03/2025

KTV / BM

BS / KTTV

SCALE: 1 1/2" = 1'-0"A401

E CMU/BRICK - TYP. DOOR JAMB

SCALE: 1 1/2" = 1'-0"A401

F WALL INTERSECTION DETAIL

SCALE: 1 1/2" = 1'-0"A401

A TYPICAL DETAIL AT EXTERIOR BEAM ENCASEMENT

SHEATHING

BATT INSULATION, VERIFY

CAVITY DEPTH IN FIELD

Z CHANNEL

RIGID MINERAL WOOL

INSULATION (MIN. R-7.5)

FLUID APPLIED AIR BARRIER

250S137-33 @ 24" O.C., TYP.

NEW STAINLESS STEEL THROUGH WALL

FLASHING AND COUNTER FLASHING,

COATED TO MATCH FIELD COLOR

RECONSTRUCTED BRICK VENEER

SOFFIT PANEL

SCALE: 1 1/2" = 1'-0"A401

B TYPICAL DETAIL AT PARAPET

FLAT ACM. PANEL. SEE FINISH SCHEDULE.

DRIP EDGE

SCALE: 1/2" = 1'-0"A401

C LADDER SECTION

SCALE: 1/2" = 1'-0"A401

D LADDER ELEVATION

Z CHANNEL

RIGID MINERAL WOOL

INSULATION (MIN. R-7.5)

J CHANNEL

SHEATHING

FLUID APPLIED AIR BARRIER

PAINT EXISTING SOFFIT

NEW BUILDING SIGNAGE BY OTHERS

SEALANT

TRANSITION FLASHING WITH DRIP EDGE,

SLOPE TO DRAIN, MIN. 1/4" / 1'-0", COLOR

TO MATCH ACM PANEL

SECURE STUDS TO EXISTING STEEL

BEAM W/ (2) L4X4X12 GUAGE W/(1)

PAF. SECURE ANGLE TO STUDS

W/(2) #8-18 SCREWS

MASONRY MORTAR NET MATERIAL

MASONRY WEEPS, TYP 24" O.C.

REGLET

GROUT SOLID

SCALE: 1" = 1'-0"A401

G CONCRETE PAVEMENT / SIDEWALK TURNED DOWN EDGE 1

ADD 1

VIF

23' - 2 1/2"

VI

F

5'

1"

VI

F

3'

4"

SF 4

BAL BAL BAL BAL

EQ EQ EQ EQ

FIRST FLOOR

0' - 0"

VI

F

5'

4"

VI

F

3'

4"

VIF

10' - 6"

SF 6

BAL BAL

EQ EQ

FIRST FLOOR

0' - 0"

VIF

5' - 6"

VI

F

5'

4"

VI

F

3'

4"

SF 7

BAL

FIRST FLOOR

0' - 0"

VI

F

6'

8"

VI

F

2'

0"

SF 1

BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL BAL

EQ 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" 5' - 0" EQ

VIF

89' - 4"

FIRST FLOOR

0' - 0"

VI

F

5'

1"

VI

F

3'

4"

VIF

13' - 5"

SF 3

BALBAL

EQ EQ

FIRST FLOOR

0' - 0"

VI

F

5'

4"

VI

F

3'

4"

VIF

3' - 5"

SF 5

BAL

GLAZING TYPE LEGEND

IGU EXTERIOR INSULATED GLAZING PER IECC 2012

SAFETY GLAZING REQUIRED AS INDICATED IN DIAGRAM ABOVE

ASG INSULATED ARCHITECTURAL SAFETY GLAZING

SAFETY GLAZING REQUIRED AS INDICATED IN DIAGRAM ABOVE

BAL LEVEL 3 BALISTIC RATED WINDOW

FIRST FLOOR

0' - 0"

SF 2

BAL

BAL

VI

F

5'

4"

VI

F

3'

4"

VI

F

8'

8"

D O

O R

7'

0" 1'

8"

2' - 2 3/4"

DOOR

3' - 0"

VIF

5' - 5"

M

AT

C H

E

XI

ST

IN

G

EXISTING WALL

ASSEMBLY

FACE BRICK

ALUMINUM

STOREFRONT

FRAMING SYSTEM

JOINT SEALANT

AND BACKER ROD

4"

EXISTING WALL ASSEMBLY

MASONRY WEEPS, TYP. 24" O.C.

SEALANT AND BACKER ROD

ALUMINUM STOREFRONT

FRAMING SYSTEM

4"

MATCH EXISTING

LADDER STYLE VENEER ANCOR, TYP.

METAL FLASHING, INTEGRATED

DRIP EDGE. TYP.

ALUMINUM STOREFRONT

FRAMING SYSTEM

SEALANT AND

BACKER ROD

4"

EXISTING WALL

ASSEMBLY

MATCH EXISTING

EXISTING WALL ASSEMBLY

MASONRY WEEPS, TYP. 24" O.C.

SEALANT AND BACKER ROD

ALUMINUM STOREFRONT

FRAMING SYSTEM

4"

MATCH EXISTING

LADDER STYLE VENEER ANCOR, TYP.

METAL FLASHING

ACCOUNT NO.

DRAWING NO.

DRAWING

DATE

A&E FILE NO.

CHECKED BY

DRAWN BY COMMONWEALTH OF KENTUCKY

FINANCE AND ADMINISTRATION CABINET

DEPARTMENT FOR FACILITIES & SUPPORT SERVICES

DIVISION OF ENGINEERING AND CONTRACT ADMINISTRATION

FRANKFORT, KENTUCKY

520-CBBL-VR06-00

PHASE

RTA DATE

DECA LOG #

DRAWING INFORMATION

DESCRIPTION OF REVISIONS DATE DESCRIPTION OF REVISIONS DATE

REVISION HISTORY OF THIS DRAWING

RTA

AS BUILT DATE

04/03/25

A510

STOREFRONT

KSP POST 11 BUILDING RENOVATIONS

04/03/2025

KTV / BM

BS / KTTV

SCALE: 3" = 1'-0"A510

11 DETAIL @ STOREFRONT JAMB

SCALE: 3" = 1'-0"A510

9 DETAIL @ STOREFRONT SILL

SCALE: 3" = 1'-0"A510

8 DETAIL @ STOREFRONT HEAD

SCALE: 3" = 1'-0"A510

10 DETAIL @ STOREFRONT SILL

1 ADD 1

REVISION 1, ADDENDUM 1 05/05/2025

2424 - KSP Building Renovations - Addendum #1.pdf