RFB942200-01 - ASP Tuckpointing - Drawings.pdf

PDF 6 MB Posted Apr 9, 2025

Attached to: ASP Tuckpointing
Solicitation number: RFB942200-01
Issued by: Black Hawk County, Iowa

About this file

Written by GovTribe AI · Dec 1, 2025

This is a Request for Bid (RFB) issued by the Iowa Department of Administrative Services (DAS) for comprehensive tuckpointing and stone repair services at the Anamosa State Penitentiary located at 406 North High Street in Anamosa, Iowa 52205. The project encompasses stone veneer cleaning, repointing, and sealing work across multiple buildings within the facility, specifically addressing Priorities 7, 8, and 9, which include the Living Unit A (LUA), Living Unit C (LUC), Living Unit E (LUE), Kitchen, Dining, Chapel, and Maintenance buildings. Project-specific work includes natural stone repointing, consolidation treatment for eroded or spalling stones, coping stone replacement with new copper caps and troughs, concrete joint resealing, downspout removal and reinstallation, and application of vapor-open sealers. The construction is scheduled to commence on July 17, 2025, with completion required by January 15, 2026. Bids must be submitted by 2:00 pm on Tuesday, May 13, 2025, through the IMPACS Electronic Procurement System, with a bid opening teleconference at 3:00 pm the same day. An optional pre-bid meeting is scheduled for Wednesday, April 23, 2025, at 10:00 am at the Anamosa State Penitentiary to allow contractors to review the site and obtain additional information. The project manual and detailed drawing sheets (11 sheets total, including cover sheet, key plan, and elevation/detail drawings) are available from Horizon Architecture.

Bidders are required to submit a Bid Security Bond equal to 5% of the total bid amount and must complete and sign the Bid Form as part of their submission. The project is designated to provide opportunities for Targeted Small Businesses in accordance with Chapter 73 of the Code of Iowa, indicating potential set-asides or preferences for small business participation. The procurement is exempt from Iowa Sales Tax and Davis-Bacon Wage requirements, which may reduce overall project costs. Specific budget ranges are not stated in the bidding documents; however, the scope encompasses extensive stone repair work across multiple building facades and structures within the penitentiary complex. The architect of record is Horizon Architecture (contact: Michael Nolan, AIA, michael@horizon-architecture.com, 563-506-4965), the construction manager is McGough (Project Manager: Noah Thelen, noah.thelen@mcgough.com, 515-954-6888), and the owner's representative is Brandon Adams with DAS (brandon.adams@iowa.gov, 515-201-2197). The Iowa Department of Administrative Services reserves the right to reject any and all bids. Contractors should coordinate removal and reinstallation of concertina wire with ASP staff at least one week in advance, and exact extents of repointing work are to be field-verified during construction.

View the file

Other files

File	Type	Posted
RFB942200-01 - ASP Tuckpointing - Project Manual.pdf	PDF	Apr 9, 2025
RFB942200-01 - ASP Tuckpointing - Bid Form.pdf	PDF	Apr 9, 2025
1305983-event.pdf	PDF	Apr 9, 2025
RFB942200-01 - ASP Tuckpointing - Notice to Bidders.pdf	PDF	Apr 9, 2025

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K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

C-101

COVER SHEET

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

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Tu ck p oi n ti n g

P ri or it ie s

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N D

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O N

COPYRIGHT © 2015 ALL RIGHTS RESERVED NEITHER ALL NOR ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED, COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF OAK TREE HOMES, INC. THESE PLANS, DESIGNS AND SUBJECT MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF OAK TREE HOMES, INC. THIS DOCUMENT IS AN ARTICLE OF SERVICE AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE EXPRESSLY RESERVED BY OAK TREE HOMES, INC.

H A

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COPYRIGHT © 2018 ALL RIGHTS RESERVED NEITHER ALL NOR ANY PART OF THIS DOCUMENT MAY BE AMENDED, REPRODUCED, COPIED OR USED IN ANY FORM OR MANNER EXCEPT PURSUANT TO CONTRACT OR WITH THE SPECIFIC WRITTEN PERMISSION OF Horizon Architecture. THESE PLANS, DESIGNS AND SUBJECT MATTER ARE NOT TO BE REPRODUCED, CHANGED OR COPIED IN ANY MANNER WHATSOEVER, NOR ARE THEY TO BE ASSIGNED TO ANY THIRD PARTY WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF Horizon Architecture. THIS DOCUMENT IS AN ARTICLE OF SERVICE AND THE COPYRIGHT AND OTHER PROPERTY RIGHTS ARE EXPRESSLY RESERVED BY Horizon Architecture.

SHEET INDEX

C-101

A-101

A-201

A-202

A-203

A-204

A-205

A-206

A-207

A-208

A-209

A-210

Name

COVER SHEET

KEY PLAN

LUA NORTH-END EAST ELEVATI...

LUA SOUTH-END EAST ELEVATI...

LUA COPING REPAIR DETAILS

LUC ELEVATIONS

LUE ELEVATION

KITCHEN NORTH ELEVATION

KITCHEN SOUTH ELEVATION

KITCHEN EAST ELEVATION

MAINTENANCE ELEVATIONS

6" TYPICAL, UNLESSOTHERWISE NOTED

OFFICE

1/A-201

D0 1.1

1.01.01

D01.1

S01

W01

GRAPHIC

SYMBOLS INDICATES SECTION

LOCATION ON SHEET

INDICATES SHEET

ON WHICH DRAWING

IS SHOWN

SECTION / DETAIL MARKER DETAIL / ENLARGED PLAN MARKER

INTERIOR ELEVATION MARKER

INDICATES ELEVATION

LOCATION ON SHEET

INDICATES SHEET

ON WHICH DRAWING

IS SHOWN

ELEVATION / SECTION MARKER

INDICATES ELEVATION

LOCATION ON SHEET

INDICATES SHEET

ON WHICH ELEVATION

IS SHOWN

DETAIL / ENLARGED PLAN MARKER

INDICATES DETAIL

LOCATION ON SHEET

INDICATES SHEET

ON WHICH DETAIL

IS SHOWN

SPACE DESIGNATION

WINDOW MARKER

DOOR IDENTIFIERS

SPACE NAME

SPACE NUMBER

WALL TYPE MARKER 4C

SKYLIGHT MARKER

DOOR IDENTIFIER

(ELEVATIONS/SECTIONS)

ENLARGED PLAN REFERENCE

KEYNOTE IDENTIFIER

DOOR

IDENTIFIER

(PLANS)

KEYNOTE; SEE KEYNOTE LEGEND

ON DRAWING'S LAYOUT

ALTERNATE KEYNOTE;

SEE KEYNOTE LEGEND

ON DRAWING'S LAYOUT

(SEE PARTITION LEGEND)

1.01.01

VERIFY SCALE

BAR IS ONE (1) INCH LONG ON

ORIGINAL DRAWING

IF BAR IS NOT ONE (1) INCH LONG,

ADJUST SCALE ACCORDINGLY

ABBREVIATIONS

A.D. AREA DRAIN

ABV. ABOVE

ADA ACCESSIBLE / AMERICANS

WITH DISABILITIES ACT

ADJ. ADJUSTABLE

A.o.R. AREA OF REFUGE

ALUM. ALUMINUM

ALT. ALTERNATE

A.F.F. ABOVE FINISHED FLOOR

AC. ACOUSTIC / ACOUSTICAL

A.F. ALUMINUM FACE

APPX. APPROXIMATE /

APPROXIMATELY

BD. BOARD

BLK. BLOCK / BLOCKING

BLDG. BUILDING

B.O. BOTTOM OF

B.O.S. BOTTOM OF STEEL

CAB. CABINET

C.C. CENTER-TO-CENTER

CLG. CEILING

CLOS. CLOSET

C.M. CONSTRUCTION MANAGER

CMU CONCRETE MASONRY UNIT

C.J. CONTROL JOINT

CONC. CONCRETE

CORR. CORRIDOR

COL. COLUMN

CONT. CONTINUE / CONTINUOUS

CONTR. CONTRACTOR

DIA. DIAMETER

DTL. DETAIL

DN DOWN

DWG. DRAWING

DEPT. DEPARTMENT

DBL. DOUBLE

DIM. DIMENSION

DR. DOOR

EXIST. EXISTING

EQ. EQUAL

E.C. ELECTRICAL CONTRACTOR

EL. ELEVATION

ELEV. ELEVATOR

ELEC. ELECTRIC / ELECTRICAL

EXP. EXPANSION

EXT. EXTERIOR

EA. EACH

F.D. FLOOR DRAIN

F.E. FIRE EXTINGUISHER

F.E.C. FIRE EXTINGUISHER

CABINET

FIN. FINISH / FINISHED

FLR. FLOOR

F.O. FACE OF

FT. FEET / FOOT

FLUOR. FLUORESCENT

GYP. GYPSUM

GALV. GALVANIZED

GA. GAUGE

G.C. GENERAL CONTRACTOR

HR. HOUR

H.P. HIGH POINT

HVAC HEAT, VENTILATION, AIR-

CONDITIONING

HORIZ. HORIZONTAL

HT. HEIGHT

INSUL. INSULATION / INSULATING

I.D. INSIDE DIAMETER

INCAND. INCANDESCENT

JAN. JANITOR

JT. JOINT

LBS. POUNDS

LAV. LAVATORY

LAM. LAMINATE

L.P. LOW POINT

MAX. MAXIMUM

MFR. MANUFACTURER /

MANUFACTURED

MTL. METAL

MIN. MINIMUM

MIRR. MIRRORED

MTD. MOUNTED

M.O. MASONRY OPENING

MISC. MISCELLANEOUS

MECH. MECHANICAL

N.I.C. NOT IN CONTRACT

NO. NUMBER

N.T.S. NOT TO SCALE

O.C. ON CENTER

O.D. OUTSIDE DIAMETER

OPP. OPPOSITE

OPG. OPENING

P.C. PLUMBING CONTRACTOR

P.F. PANEL FACE

PR. PAIR

P.T. PRESSURE TREATED

PL. LAM PLASTIC LAMINATE

QTY. QUANTITY

R RISER

R.W.C. RAIN WATER CONDUCTOR

REINF. REINFORCING / REINFORCED

REQ. REQUIRED

R.O. ROUGH OPENING

REV. REVISED / REVISION

REFL. REFLECTED

REC. RECESSED

RAD. RADIUS

S.S. STAINLESS STEEL

ST. STREET

SIM. SIMILAR

STL. STEEL

SQ. SQUARE

SAN. SANITARY

SUSP. SUSPENDED

STD. STANDARD

SPEC. SPECIFICATION

TEL. TELEPHONE

T.O. TOP OF

T.O.S. TOP OF STEEL

T.O.W. TOP OF WALL

TOIL. TOILET

TYP. TYPICAL

THK. THICK

TMP. TEMPERED

T.S.G. TEMPERED SAFETY

GLASS

U.O.N. UNLESS OTHERWISE

NOTED

U.L. UNDERWRITERS

LABORATORIES

VEST. VESTIBULE

V.C.T. VINYL COMPOSITION

TILE

W/ WITH

W.C. WATER CLOSET

WD WOOD

& AND

@ AT

± PLUS OR MINUS

° DEGREE

� ANGLE

[ CHANNEL

# NUMBER

□ SQUARE

Ø ROUND / DIAMETER

� / C.L. CENTER LINE

� / PL. PLATE

∏ U-BAR

∟ LEG-BAR

06926

NOLAN

MICHAEL

PROFESS IONAL

ARCH

ITEC

I HEREBY CERTIFY THAT THE PORTION OF THIS TECHNICAL SUBMISSION DESCRIBED HEREIN WAS PREPARED BY ME OR UNDER MY DIRECT SUPERVISION AND RESPONSIBLE CHARGE. I AM A DULY LICENSED ARCHITECT

UNDER THE LAWS OF THE STATE OF IOWA.

MICHAEL NOLAN DATE

LICENSE NUMBER 06926.

MY LICENSE RENEWAL DATE IS JUNE 30, 2023.

PAGES OR SHEETS COVERED BY THIS SEAL: ALL

I OWA

CONTRACTOR LAYDOWN AND PARKING

VEHICLE SALLYPORT

AREAS OF WORK (INDICATED IN RED)

DAS 9422.00 - DOC ASP Tuckpointing Priorities 7, 8, & 9

OWNER

IOWA DEPARTMENT OF ADMINISTRATIVE SERVICES (DAS)

109 EAST 13TH STREET

DES MOINES, IA 50319

OWNER'S REPRESENTATIVE: BRANDON ADAMS

PHONE: 515.201.2197

EMAIL: BRANDON.ADAMS@IOWA.GOV

CONSTRUCTION MANAGER

MCGOUGH

217 EAST 2ND STREET

SUITE 120

DES MOINES, IA 50309

PROJECT MANAGER: NOAH THELEN

PHONE: 515.954.6888

EMAIL: NOAH.THELEN@MCGOUGH.COM

ARCHITECT

HORIZON ARCHITECTURE

3116 ALPINE COURT IOWA CITY IA 52245

PHONE: (563) 506-4965

CONTACT: MICHAEL NOLAN, AIA

EMAIL: MICHAEL@HORIZON-ARCHITECTURE.COM

3/30/2025

C-101 THRU A-210

2025.

K D

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PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-101

KEY PLAN

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

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Tu ck p oi n ti n g

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A-101

A-209

A-208

A-209

A-207

A-210

A-201

A-202

A-205

A-204

A-206

A-208

A-207

ATC

LIN

A R

O F W

O R K

A R

O F W

O R K

A R

O F

W O

R K

A R

O F

W O

R K

A R

O F

W O

R K

ITC

C H

PEL

M A

TEN

A N

C E

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

WALL TO SIDEWALK JOINT TO RESEAL

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

A-2011

A-202

A-2041

A-205

A-206

PROVIDE LUA PARAPET STONE

REPLACEMENT/ROOF REPAIR AND

CORNICE CLEANING, REPOINTING

AND SEALING AS SEPARATE LINE

ITEM IN SOV

C H

SCALE: 1/32" = 1'-0"1 GROUND FLOOR KEY PLAN

0 16' 32' 64'

SCALE: 1/32" = 1'-0"3 EAST FACADE ELEVATION

0 16' 32' 64'

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-201

LUA NORTH-

END EAST

ELEVATIONS

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

S P

Tu ck p oi n ti n g

P ri or it ie s

O R

G A

N D

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O N

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A-203

4 4 4

C H

E M

H L

TYP LUA

COPING

STONES

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

SCALE: 3/16" = 1'-0"1 LUA NORTH-END FACADE ELEVATION

0 4' 8' 12'

TYPICAL CONDITION REQUIRING

CONSOLIDATION PER KEYNOTE 6

K D

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PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-202

LUA SOUTH-

END EAST

ELEVATIONS

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

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D A

D O

C A

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Tu ck p oi n ti n g

P ri or it ie s

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A-203

C H

TYP LUA

COPING

STONES

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

SCALE: 3/16" = 1'-0"1 LUA SOUTH END FACADE ELEVATION

0 4' 8' 12'

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-203

LUA COPING

REPAIR

DETAILS

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

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1'-2" 1'-2"

1' -6

3" 1'-2"

1 1 /4"

NEW 2 PART COPPER FLASHING; MOLD

DRIP EDGE TO TOP AND LOWER STONE.

SOLDER SEAMS.

DRIP EDGE

NEW STONE

FLEXIBLE EPDM MEMBRANE

FLASHING TO TIE NEW

COPPER PANS INTO EXISTING

ROOFING

SEAL COPPER PAN TO STONE

DRILLED FASTENERS (MIN 2" FROM EDGE OF STONE)

REPLACE STONE PRIOR TO

COPING INSTALLATION

SECTION ELEVATION

DEMOLISH AND DISPOSE OF TERMINATION

BAR, SEALANT AND MEMBRANE

TRIM EXISTING MEMBRANE AT BACK

OF COPING. PREPARE EDGE FOR

NEW MEMBRANE TIE-IN

SECTION ELEVATION

SCALE: 1 1/2"= 1'-0"1 COPING STONE DETAIL

0 6'' 12'' 18''

SCALE: 1 1/2"= 1'-0"2 COPING STONE DEMOLITION DETAIL

0 6'' 12'' 18''

K D

C R

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PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-204

LUC

ELEVATIONS

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

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Tu ck p oi n ti n g

P ri or it ie s

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-4

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WORK AREA

BOUNDARY

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

SCALE: 3/16" = 1'-0"1 LUC NORTH END FACADE ELEVATION

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-205

LUC

ELEVATIONS

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

S P

Tu ck p oi n ti n g

P ri or it ie s

O R

G A

N D

C O

R U

O N

H A

O R

O N

-A R C H

R E.

C O

-4

W W

.H O

O N

-A R C H

R E.

C O

REPOINT SOUTH SIDE OF COLUMN

C H

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

SCALE: 3/16" = 1'-0"1 LUC SOUTH END FACADE ELEVATION

0 4' 8' 12'

TYPICAL CONDITION REQUIRING

CONSOLIDATION PER KEYNOTE 6

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-206

LUE ELEVATION

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

S P

Tu ck p oi n ti n g

P ri or it ie s

O R

G A

N D

C O

R U

O N

H A

O R

O N

-A R C H

R E.

C O

-4

W W

.H O

O N

-A R C H

R E.

C O

5 5

C H

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

SCALE: 3/16" = 1'-0"1 LUE FACADE ELEVATION

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-207

KITCHEN

NORTH

ELEVATION

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

S P

Tu ck p oi n ti n g

P ri or it ie s

O R

G A

N D

C O

R U

O N

H A

O R

O N

-A R C H

R E.

C O

-4

W W

.H O

O N

-A R C H

R E.

C O

5 2

REPOINT SIDES OF CHIMNEY

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

BUILDING SECTION HATCHED

FOR CLARITY

SCALE: 3/16" = 1'-0"1 KITCHEN NORTH FACADE ELEVATION

0 4' 8' 12'

SCALE: 3/16" = 1'-0"3 KITCHEN NORTH FACADE ELEVATION

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-208

KITCHEN

SOUTH

ELEVATION

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

S P

Tu ck p oi n ti n g

P ri or it ie s

O R

G A

N D

C O

R U

O N

H A

O R

O N

-A R C H

R E.

C O

-4

W W

.H O

O N

-A R C H

R E.

C O

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

BUILDING SECTION HATCHED

FOR CLARITY

SCALE: 3/16" = 1'-0"1 KITCHEN SOUTH FACADE ELEVATION

0 4' 8' 12'

SCALE: 3/16" = 1'-0"3 KITCHEN SOUTH FACADE ELEVATION

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-209

KITCHEN EAST

ELEVATION

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

S P

Tu ck p oi n ti n g

P ri or it ie s

O R

G A

N D

C O

R U

O N

H A

O R

O N

-A R C H

R E.

C O

-4

W W

.H O

O N

-A R C H

R E.

C O

5 55

REPOINT RAILING AND REPAIR CRACKED STONE

SECTION HATCHED FOR

CLARITY

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

SCALE: 1/8" = 1'-0"1 KITCHEN EAST FACADE ELEVATION

0 4' 8' 16'

SCALE: 1/8" = 1'-0"2 KITCHEN WEST FACADE ELEVATION

0 4' 8' 16'

K D

C R

O N

PROJECT NO:

DRAWN BY:

DATE:

SHEET TITLE

A-210

MAINTENANCE

ELEVATIONS

G25-002

MSN

3/30/2025

N or th H ig h

S tr ee t

A na m os a, I

U se rs \m ik en

\H or iz on

A rc hi te ct ur e\ H or iz on A rc hi te ct ur e

D oc um en ts

\P ro je ct s\ G en er al P ro je ct s\

-0

A na m os a Tu ck po in t\

M od el a nd D es ig n\ A na m os a Tu ck po in tin g.

pl n

D A

D O

C A

S P

Tu ck p oi n ti n g

P ri or it ie s

O R

G A

N D

C O

R U

O N

H A

O R

O N

-A R C H

R E.

C O

-4

W W

.H O

O N

-A R C H

R E.

C O

RESEAL CONCRETE WALK-TO BUILDING JOINT (STRIKE EXISTING

SEALANT AND INSTALL NEW BACKER ROD AND SEALANT)

NOT USED

NATURAL STONE AREA TO REPOINT

REMOVE ANCHORS AND PATCH/REPAIR STONE FACE (KEYNOTE

INDICATES APPROXIMATE LOCATION)

* REMOVE AND REINSTALL DOWNSPOUT AS REQUIRED.

PROVIDE UNIT COST FOR DOWNSPOUT REPLACEMENT (LF)

TREAT INDICATED AREA WITH CONSOLIDANT (STONES

EXHIBITING EROSION OR SURFACE SPALLING AS REQUIRED)

REPLACE TALL COPING STONE. INSTALL NEW COPPER CAP AND

TROUGH, TIE BACK TO EXISTING EPDM ROOF. CLEAN STONE

VENEER, REPOINT, AND TREAT WITH VAPOR OPEN SEALER

GENERAL SCOPE NOTE

- KEYNOTES ARE APPLICABLE TO PROJECT AS A WHOLE AND MAY

NOT APPEAR ON EVERY SHEET

- CLEAN AND APPLY VAPOR OPEN SEALER TO ALL STONE VENEER

IN AREA OF WORK.

- AREAS FOR REPOINTING AND REPAIRS GENERALLY LOCATED

BASED ON FIELD OBSERVATIONS. EXACT EXTENTS OF

REPOINTING TO BE FIELD VERIFIED.

- COORDINATE REMOVAL AND REINSTALLATION OF CONCERTINA

WIRE WITH ASP STAFF AT LEAST 1 WEEK IN ADVANCE. STAFF

WILL REMOVE/REINSTALL AS REQUIRED.

* WHERE DOWNSPOUT IS EMBEDDED IN GROUT JOINT

PREFERENCE IS TO LEAVE IN PLACE AND WORK AROUND UNLESS

REMOVAL IMPEDES OTHER REPOINTING WORK.

5 5 5 5

SCALE: 3/16" = 1'-0"1 MAINTENANCE SOUTH FACADE ELEVATION

0 4' 8' 12'

SCALE: 3/16" = 1'-0"3 MAINTENANCE EAST FACADE ELEVATION

9422 ASP Tuckpointing ISSUED FOR BIDDING 20250330

DAS 9422.00 - DOC ASP Tuckpointing Priorities 7, 8, & 9

C-101 COVER SHEET

A-101 KEY PLAN

A-201 LUA NORTH-END EAST ELEVATIONS

A-202 LUA SOUTH-END EAST ELEVATIONS

A-203 LUA COPING REPAIR DETAILS

A-204 LUC ELEVATIONS

A-205 LUC ELEVATIONS

A-206 LUE ELEVATION

A-207 KITCHEN NORTH ELEVATION

A-208 KITCHEN SOUTH ELEVATION

A-209 KITCHEN EAST ELEVATION

A-210 MAINTENANCE ELEVATIONS

File details come from the government source that posted it. Updated Dec 1, 2025.