RFB951300-02 - Drawings.pdf

PDF 5 MB Posted Jun 7, 2026

Attached to: HHS CHMHI Tuckpointing Phase 2. 2
Solicitation number: RFB951300-02
Issued by: Chickasaw County, Iowa

About this file

Written by GovTribe AI · Jun 9, 2026

RFB951300-02 Drawings Summary

This is a drawing file related to a tuckpointing repair project submitted by the Iowa Department of Administrative Services for work at the Cherokee Mental Health Institute in Cherokee, Iowa. The drawings document the scope and specifications for tuckpointing repairs, which involve repairing mortar joints in masonry construction. The file serves as a technical reference document for bidders to understand the extent of work required, structural locations affected, and construction details necessary for preparing accurate bids. These drawings are essential for contractors to assess material quantities, labor requirements, and project complexity before submitting their proposals.

The drawings provide the visual and technical specifications that support the formal bid request RFB951300-02. Bidders must review these detailed construction drawings alongside other project documentation to develop comprehensive bids that accurately reflect the scope of tuckpointing work at the institute. The drawings help establish uniform understanding among all bidding contractors regarding project requirements, accessibility, architectural considerations, and construction sequencing to ensure competitive and comparable bids.

View the file

Other files

File	Type	Posted
RFB951300-02 - Bid Form.pdf	PDF	Jun 7, 2026
RFB951300-02 - Notice to Bidders.pdf	PDF	Jun 7, 2026
RFB951300-02 - Project Manual.pdf	PDF	Jun 7, 2026
1398923-event.pdf	PDF	Jun 7, 2026

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A101

1 SIM

XXA7XXXX

DETAIL NUMBER

DRAWING SHOWN ON

REVISION NUMBER

KEYNOTE TAG

NORTH ARROW

EXTERIOR ELEVATION TAG

CENTERLINE

BREAK LINE

REVISION CLOUD

A ---------------------

A LABEL CLASS A DOOR

A/C AIR CONDITION

A/C UNIT AIR CONDITIONING UNIT

A/E ARCHITECT/ENGINEER

AB ANCHOR BOLT

ACC ACCESSIBLE

ACS AUTOMATIC CONTROL SYSTEM

ACS DR ACCESS DOOR

ACS PNL ACCESS PANEL

ACT ACOUSTICAL CEILING TILE

ADA AMERICANS WITH DISABILITIES

ACT

ADMIN ADMINISTRATION

AFC ABOVE FINISHED COUNTER

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AFS ABOVE FINISHED SLAB

AGGR AGGREGATE

AHU AIR HANDLING UNIT

AIB AIR INFILTRATION BARRIER

ALT ALTERNATE

ALUM ALUMINUM

ANOD ANODIZE

APC ACOUSTICAL PANEL CEILING

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

ASC ABOVE SUSPENDED CEILING

ASSY ASSEMBLY

AVG AVERAGE

AW ARCHITECTURAL WOODWORK

AWT ACOUSTICAL WALL TREATMENT

B ---------------------

B LABEL CLASS B DOOR

BALC BALCONY

BB BASEBOARD

BC BOOKCASE

BD BOARD

BDRY BOUNDARY

BFF BELOW FINISH FLOOR

BHMA BUILDER'S HARDWARE

MANUFACTURER'S ASSOCIATION

BLDG BUILDING

BLKG BLOCKING

BLT IN BUILT-IN

BN BULLNOSE

BOS BOTTOM OF STEEL

BOT BOTTOM

BP BUILDING PAPER

BRKT BRACKET

BSMT BASEMENT

BTWN BETWEEN

BUR BUILT-UP ROOFING

C ---------------------

C CONC CAST CONCRETE

C LABEL CLASS C DOOR

CAB CABINET

CATW CATWALK

CAV CAVITY

CBB CEMENTITIOUS (BACKER)

BOARD

CD CONSTRUCTION DOCUMENTS

CDW CHILLED DRINKING WATER

CEM PLAS CEMENT PLASTER

CER CERAMIC

CF CONTRACTOR FURNISHED

CF/CI CONTRACTOR FURNISHED/

CONTRACTOR INSTALLED

CFE CONTRACTOR FURNISHED

EQUIPMENT

CFLG COUNTERFLASHING

CFM CUBIC FEET PER MINUTE

CFMF COLD-FORMED METAL FRAMING

CFS CUBIC FEET PER SECOND

CG CORNER GUARD

CI CAST IRON

CIP CAST-IN-PLACE

CJ CONTROL JOINT

CL CENTER LINE

CLG CEILING

CLG DIFF CEILING DIFFUSER

CLG HT CEILING HEIGHT

CLL COLUMN LINE

CLO CLOSET

CLR COLOR

CLRM CLASSROOM

CMU CONCRETE MASONRY UNIT

CNDS CONDENSATE

CDR CARD READER

CO CLEANOUT

COL COLUMN

COMM COMMUNICATION

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONF CONFERENCE

CONT CONTINUE

COORD COORDINATE

CORR CORRIDOR

CP CONCRETE PIPE

CPT CARPET

CR CONTROL ROOM

CS CAST STONE

CSWK CASEWORK

CT CERAMIC TILE

CTB CERAMIC TILE BASE

CTF CERAMIC TILE FLOOR

CTR CENTER

CU FT CUBIC FEET

CW CASEMENT WINDOW

D ---------------------

D DEPTH

D LABEL CLASS D DOOR

DBL DOUBLE

DEMO DEMOLITION

DEPT DEPARTMENT

DET DETAIL

DIA DIAMETER

DIR DIRECTION

DIST DISTANCE

DOC DOCUMENT

DR DOOR

DS DOWNSPOUT

E ---------------------

E LABEL CLASS E DOOR

EA EACH

EF EACH FACE

EIFS EXTERIOR INSULATION

AND FINISH SYSTEM

EJ EXPANSION JOINT

ES EACH SIDE

EL ELEVATION

ELEV ELEVATOR

ENTR ENTRANCE

EPS EXPANDED POLYSTYRENE

BOARD (INSULATION)

EQ EQUAL

EWC ELECTRIC WATER COOLER

EXP EXPOSED

EXT EXTERIOR

EXT EXTINGUISHER

EXT GR EXTERIOR GRADE

F ---------------------

FA FIRE ALARM

FAAP FIRE ALARM ANNUNCIATOR

PANEL

FAS BD FASCIA BOARD

FC BRK FACE BRICK

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FED FEDERAL

FF FINISH FACE

FF EL FINISH FLOOR ELEVATION

FF INSUL FOIL BACKED INSULATION

FGL FIBERGLASS

FH FIRE HOSE

FHP FULL HEIGHT PARTITION

FIN FINISH

FIN BS FINISH BOTH SIDES

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FIXT FIXTURE

FLDG FOLDING

FLEX FLEXIBLE

FLG FLOORING

FLMT FLUSH MOUNT

FLR FLOOR

FM FACTORY MUTUAL

FOC FACE OF CONCRETE

FOM FACE OF MASONRY

FR FIRE RESISTANT

FRG FIBER REINFORCED GYPSUM

FRMG FRAMING

FRP FIBERGLASS REINFORCED

PLASTIC

FRTW FIRE RETARDANT TREATED

WOOD

FS FEDERAL SPECIFICATION

FSTNR FASTENER

FT FEET

FTG FOOTING

FWC FABRIC WALLCOVERING

G ---------------------

G NATURAL GAS

GALV GALVANIZED

GB GRAB BAR

GFCI GOVERNMENT FURNISHED

CONTRACTOR INSTALLED

GFGI GOVERNMENT FURNISHED

GOVERNMENT INSTALLED

GFRG GLASS-FIBER-REINFORCED

GYPSUM

GLZ GLAZING

GR FL GROUND FLOOR

GUT GUTTER

GYP BD GYPSUM BOARD

GYP PLAS GYPSUM PLASTER

H ---------------------

HB HOSE BIBB

HDPE HIGH DENSITY POLYETHYLENE

HDW HARDWARE

HDWD HARDWOOD

HEPA HIGH EFFICIENCY PARTICULATE

AIR (FILTER)

HM HOLLOW METAL

HMD HOLLOW METAL DOOR

HORIZ HORIZONTAL

HT HEIGHT

HYDR HYDRAULIC

I ---------------------

IBC INTERNATIONAL BUILDING

CODE

INSUL INSULATION

INT INTERIOR

ILO IN LIEU OF

J ---------------------

JAN JANITOR

K ---------------------

KPD KEYPAD

KIT KITCHEN

KPL KICKPLATE

L ---------------------

LAM LAMINATE

LAV LAVATORY

LBR LUMBER

LBS POUND

LDG LANDING

LF LINEAR FEET (FOOT)

LIB LIBRARY

LIN LINEAR

LKR LOCKER

LOC LOCATION

LT LIGHT

LVDR LOUVER DOOR

LVR LOUVER

M ---------------------

MACH RM MACHINE ROOM

MATL MATERIAL

MAX MAXIMUM

MC MOISTURE CONTENT

MD METAL DECK

MECH MECHANICAL

MECH RM MECHANICAL ROOM

MEMB MEMBRANE

MF MILL FINISH

MFR MANUFACTURER

MID MIDDLE

MIL STD MILITARY STANDARD

MIN MINIMUM, MINUTE

MIRR MIRROR

MISC MISCELLANEOUS

MLDG MOLDING (MOULDING)

MO MASONRY OPENING

MOD MODIFY

MB MOISTURE BARRIER

MTG MOUNTING

MTL METAL

MVBL MOVABLE

MWP MEMBRANE WATERPROOFING

N ---------------------

N NORTH

NA NOT APPLICABLE

NFPA NATIONAL FIRE PROTECTION

ASSOCIATION

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NP NO PAINT

NRC NOISE REDUCTION

O -------------------

OA OVERALL

OC ON CENTER

OD OUTSIDE DIAMETER

OFD OVERFLOW DRAIN

OFF OFFICE

OGL OBSCURE GLASS

OPH OPPOSITE HAND

OPNG OPENING

OPP OPPOSITE

OPQ OPAQUE

OWSJ OPEN WEB STEEL JOIST

OPR OPERABLE

ORD OVERFLOW ROOF DRAIN

ORIG ORIGINAL

P --------------------

PA PUBLIC ADDRESS

PAR PARAPET

PAT PATTERN

PB PULL BOX

PBD PARTICLEBOARD

PCC PRECAST CONCRETE

PCF POUNDS PER CUBIC FOOT

PCT PERCENT

PERF PERFORATED

PERIM PERIMETER

PH PHASE

PIL PILASTER

PL PROPERTY LINE

PL GL PLATE GLASS

PLAM PLASTIC LAMINATE

PLAS PLASTER

PLBG PLUMBING

PLG PILING

PLYWD PLYWOOD

PNL PANEL

PP PL PUSH/PULL PLATE

PR PAIR

PRCST PRECAST

PRKG PARKING

PS CONC PRESTRESSED CONCRETE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT PRESSURE TREATED

PTD PAPER TOWEL DISPENSER

PTDR PAPER TOWEL DISPENSER

AND RECEPTACLE

PTN PARTITION

PWR POWER

Q --------------------

QT QUARRY TILE

QTY QUANTITY

R --------------------

RB RESILIENT BASE

RBM REINFORCED BRICK MASONRY

RBR RUBBER

RC REINFORCED CONCRETE

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

RDG INS RIGID INSULATION, SOLID

REC RECESSED

REC ROOM RECREATION ROOM

REF REFERENCE

REM REMOVABLE

REP REPAIR

REPL REPLACE

REQ REQUIRE

REQD REQUIRED

RESIL RESILIENT

REST RESTROOM

RF RESILIENT FLOORING

RFG ROOFING

RH ROOF HATCH

RHR RIGHT HAND REVERSE

RL ROOF LEADER

RLG RAILING

RM ROOM

RO ROUGH OPENING

RSD ROLLING STEEL DOOR

RV ROOF VENT

RVL REVEAL

S --------------------

SB SPLASH BLOCK

SCHED SCHEDULE

SD SMOKE DETECTOR

SF SQUARE FOOT (FEET)

SGL SINGLE

SHT MTL SHEET METAL

SHTHG SHEATHING

SHV SHELVING

SIM SIMILAR

SJ SCORED JOINT

SKLT SKYLIGHT

SLNT SEALANT

SMK SMOKE

SMLS SEAMLESS

SP EL SPOT ELEVATION

SPEC SPECIFICATION

SQ SQUARE

SQ IN SQUARE INCH

SQ YD SQUARE YARD

SST STAINLESS STEEL

ST STAIRS

STD STANDARD

STL JST STEEL JOIST

STL RF DK STEEL ROOF DECK

STOR STORAGE

STR STRINGERS

SUB FL SUBFLOOR

SV SHEET VINYL

SW SIDEWALK

T ---------------------

T TREAD

T/S TUB/SHOWER

TC TERRA COTTA

TD TRENCH DRAIN

TEL TELEPHONE

TEMP TEMPORARY

TER TERRAZZO

TFF TOP OF FINISH FLOOR

THK THICKNESS

TK BD TACKBOARD

TMPD GL TEMPERED GLASS

TN TRUE NORTH

TOF TOP OF FOOTING

TOM TOP OF MASONRY

TOP TOP OF PARAPET

TOPO TOPOGRAPHY

TOS TOP OF SLAB

TRANS TRANSOM

TRTD TREATED

TV TELEVISION

U ---------------------

UL UNDERWRITERS LABORATORY

UNEXCAV UNEXCAVATED

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

UR URINAL

V ---------------------

VAR VARNISH

VB VINYL BASE

VCB VINYL COVE BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VEST VESTIBULE

VIF VERIFY IN FIELD

VWC VINYL WALL COVERING

W ---------------------

W WEST

W/ WITH

W/O WITHOUT

WC WATER CLOSET

WD WOOD

WF WIDE FLANGE

WIN WINDOW

WT WEIGHT

WWM WELDED WIRE MESH

Y ---------------------

YD YARD

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

G-001

COVER SHEET

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

100% DESIGN SUBMISSION

SHEET NUMBER SHEET TITLE

G-001 COVER SHEET

A-101 ADMIN, NORTH A,B,C, SOUTH A,B,C & REAR CENTER - OVERALL PLAN

A-102 ADMIN & REAR CENTER - PLAN

A-103 NORTH A, B, C - PLAN

A-104 SOUTH A, B, C - PLAN

A-201 ADMIN - EAST & WEST ELEVATIONS

A-202 ADMIN - NORTH ELEVATION

A-203 ADMIN - SOUTH ELEVATION

A-204 NORTH A - ELEVATIONS

A-205 NORTH A - ELEVATIONS

A-206 NORTH B - ELEVATIONS

A-207 NORTH B - ELEVATIONS

A-208 NORTH C - ELEVATIONS

A-209 NORTH C - ELEVATIONS

A-210 SOUTH A - ELEVATIONS

A-211 SOUTH A - ELEVATIONS

A-212 SOUTH B - ELEVATIONS

A-213 SOUTH B - ELEVATIONS

A-214 SOUTH C - ELEVATIONS

A-215 SOUTH C - ELEVATIONS

A-216 REAR CENTER - ELEVATIONS

A-217 REAR CENTER - ELEVATIONS

A-530 DETAILS

PROJECT LOCATION

SYMBOLS KEYABBREVIATIONS DRAWING LIST

VICINITY MAP SITE MAP

PROJECT LOCATION

PROJECT SUMMARY

CODES & STANDARDS

2024 INTERNATIONAL BUILDING CODE AS ADOPTED BY IOWA ADMINISTRATIVE RULE

CHAPTERS 661-201 AND 661-301

2024 INTERNATIONAL EXISTING BUILDING CODE AS ADOPTED BY IOWA ADMINISTRATIVE

RULE CHAPTERS 661-301 AND 661-350

THE MASONRY SOCIETY (TMS) - 602

HHS CHMHI TUCKPOINTING PHASE 2.2

PROJECT NO. 9513.00

1251 WEST CEDAR LOOP, CHEROKEE, IA 51012

THE CHEROKEE MENTAL HEALTH INSTITUTE (CHMHI) TUCKPOINTING PHASE 2.2 PROJECT CONSISTS OF EXTERIOR MASONRY REPAIRS TO ADDRESS DETERIORATED MORTAR JOINTS AT SEVERAL BUILDINGS ON THE CHMHI CAMPUS IN CHEROKEE, IOWA.

THE WORK PRIMARILY INCLUDES REMOVAL OF DETERIORATED MORTAR AND REPOINTING OF MASONRY JOINTS (TUCKPOINTING) TO RESTORE THE WEATHER RESISTANCE AND DURABILITY OF THE EXISTING MASONRY WALL ASSEMBLIES.

CONSTRUCTION WILL OCCUR AT THE ADMINISTRATION BUILDING, REAR CENTER BUILDING, AND THE ADJACENT NORTH BUILDINGS A, B, AND C AND SOUTH BUILDINGS A, B, AND C. WORK GENERALLY CONSISTS OF REMOVING EXISTING DETERIORATED MORTAR TO THE REQUIRED DEPTH, CLEANING JOINTS, AND INSTALLING NEW MORTAR COMPATIBLE WITH THE EXISTING MASONRY. REPAIRS MAY ALSO INCLUDE LOCALIZED REPLACEMENT OR STABILIZATION OF MASONRY UNITS WHERE

MORTAR DETERIORATION HAS RESULTED IN JOINT INSTABILITY.

WORK WILL OCCUR ACROSS MULTIPLE BUILDING ELEVATIONS AND ARCHITECTURAL FEATURES, INCLUDING AREAS AT UPPER ELEVATIONS WHERE EXPOSURE HAS ACCELERATED MORTAR DETERIORATION. CONSTRUCTION ACTIVITIES WILL REQUIRE APPROPRIATE ACCESS SYSTEMS AND COORDINATION WITH FACILITY OPERATIONS TO MAINTAIN SAFE ACCESS TO THE

BUILDINGS DURING THE REPAIR WORK.

THE INTENT OF THE PROJECT IS TO RESTORE THE PERFORMANCE OF THE MASONRY WALL SYSTEMS, REDUCE MOISTURE INFILTRATION, AND EXTEND THE SERVICE LIFE OF THE EXISTING BUILDINGS THROUGH TARGETED MORTAR JOINT REPAIR.

GENERAL NOTES

10.

11.

12.

13.

14.

15.

16.

17.

18.

19.

20.

PERFORM SELECTIVE DEMOLITION ONLY TO EXTENT REQUIRED FOR MASONRY REPAIR. NEATLY CUT OPENINGS PLUMB

AND TRUE. DO NOT DAMAGE ADJACENT CONSTRUCTION TO REMAIN.

REMOVE DEMOLITION DEBRIS PROMPTLY. DO NOT ALLOW MATERIALS TO ACCUMULATE ON SITE. DISPOSE OF WASTE IN

ACCORDANCE WITH GOVERNING REGULATIONS.

PROVIDE TEMPORARY SHORING, BRACING, AND STRUCTURAL SUPPORT AS REQUIRED TO MAINTAIN STABILITY OF

CONSTRUCTION TO REMAIN.

PROVIDE TEMPORARY PROTECTION TO PREVENT DAMAGE TO ADJACENT BUILDING SURFACES DURING MASONRY

REPAIR OPERATIONS.

REMOVE AND STORE GUTTERS AND DOWNSPOUTS ADJACENT TO REPAIR AREAS. PROVIDE TEMPORARY RAIN DRAINAGE

TO DIRECT WATER AWAY FROM BUILDING.

PROTECT ADJACENT MASONRY, STONE, ROOFING, AND OTHER SURFACES FROM MORTAR DROPPINGS AND STAINING.

IMMEDIATELY REMOVE SPLATTER.

MAINTAIN FIRE PROTECTION SYSTEMS IN SERVICE DURING WORK. COORDINATE UTILITY SHUTDOWNS AS REQUIRED.

ALL NEW MASONRY UNITS SHALL MATCH EXISTING ADJACENT CONSTRUCTION IN SIZE, COLOR RANGE, TEXTURE, FINISH, COURSING, AND JOINT PROFILE.

INSTALL REPLACEMENT BRICK AND STONE TO MAINTAIN EXISTING BONDING PATTERN AND COURSING ALIGNMENT.

MAINTAIN EXISTING JOINT WIDTHS.

MORTAR FOR REPOINTING AND REBUILDING SHALL MATCH EXISTING IN COMPOSITION, COLOR, AGGREGATE

GRADATION, AND TOOLING UNLESS OTHERWISE APPROVED.

TOOL ALL EXPOSED MORTAR JOINTS TO MATCH ADJACENT EXISTING PROFILE.

RAKE OUT MORTAR JOINTS TO REQUIRED DEPTH PRIOR TO REPOINTING. PROVIDE SQUARE-BACKED JOINT SURFACES

FREE OF DUST AND LOOSE DEBRIS.

PROTECT MASONRY AND STONE FROM EXCESSIVE EVAPORATION IN HOT WEATHER. PROVIDE SHADE AND WIND

BREAKS AS REQUIRED. DO NOT APPLY MORTAR TO SUBSTRATES AT OR ABOVE 90°F.

PERFORM WORK ONLY WHEN AMBIENT AIR TEMPERATURE IS BETWEEN 40°F AND 90°F AND FORECAST TO REMAIN

WITHIN THAT RANGE FOR MINIMUM SEVEN DAYS AFTER INSTALLATION.

PROVIDE COLD-WEATHER PROTECTION, INCLUDING ENCLOSURE AND HEAT, WHEN TEMPERATURE IS BELOW 40°F.

MAINTAIN MINIMUM 32°F WITHIN ENCLOSURE FOR SEVEN DAYS AFTER WORK.

CLEAN COMPLETED MASONRY USING LOW-PRESSURE WATER SPRAY (100 –400 PSI) AND NONMETALLIC TOOLS ONLY. DO

NOT USE ACIDIC OR ALKALINE CLEANERS.

FIELD VERIFY EXISTING CONDITIONS PRIOR TO INSTALLATION OF NEW WORK.

ALL REPAIRS APPLICABLE TO THE PROJECT SCOPE OF WORK IDENTIFIED DURING THE COURSE OF CONSTRUCTION SHALL BE INCLUDED AS PART OF THE WORK, WHETHER OR NOT SPECIFICALLY INDICATED ON THE DRAWINGS. THE DRAWINGS ARE INTENDED TO ILLUSTRATE REPRESENTATIVE AREAS OF DETERIORATION ONLY. THE CONTRACTOR SHALL FIELD VERIFY EXISTING CONDITIONS AND PROVIDE ALL LABOR, MATERIALS, EQUIPMENT, AND INCIDENTAL WORK NECESSARY TO COMPLETE ALL REPAIRS REQUIRED TO RESTORE THE MASONRY SYSTEM TO A SOUND, WEATHER-

RESISTIVE CONDITION.

REPAIR OR REPLACE ALL EXISTING SITE FEATURES TO REMAIN THAT ARE DAMAGED AS A RESULT OF CONSTRUCTION ACTIVITIES, INCLUDING BUT NOT LIMITED TO WALLS, PAVEMENTS, UTILITIES, FENCES, AND LANDSCAPED AREAS, AT NO ADDITIONAL COST. ALL AREAS DISTURBED BY CONSTRUCTION SHALL BE RESTORED WITH A MINIMUM OF 6 INCHES OF TOPSOIL AND FINISHED WITH SOD MATCHING EXISTING GRASS SPECIES. SEEDING IS NOT PERMITTED. THE CONTRACTOR SHALL FURNISH ALL LABOR, MATERIALS, AND EQUIPMENT NECESSARY FOR SOD INSTALLATION IN ALL DISTURBED AREAS. TRACK MARKS, STAINS, OR DAMAGE TO EXISTING SIDEWALKS OR PAVED SURFACES CAUSED BY CONSTRUCTION EQUIPMENT SHALL BE COMPLETELY REMOVED OR REPAIRED BY THE CONTRACTOR TO MATCH EXISTING CONDITIONS.

WATERING AND MAINTENANCE OF SOD AFTER INSTALLATION SHALL BE THE RESPONSIBILITY OF THE OWNER.

PRUNE EXISTING TREE BRANCHES AS REQUIRED TO ACCOMMODATE CONSTRUCTION OPERATIONS AND PROVIDE CLEARANCE FOR ACCESS AND WORK. PERFORM PRUNING IN ACCORDANCE WITH ACCEPTED ARBORICULTURAL STANDARDS USING CLEAN, PROPER CUTTING METHODS TO PREVENT DAMAGE TO THE TREE. LIMIT PRUNING TO THE MINIMUM NECESSARY. DO NOT PRUNE TREES OR REMOVE PRIMARY STRUCTURAL LIMBS WITHOUT PRIOR APPROVAL FROM THE OWNER. PROTECT REMAINING VEGETATION FROM DAMAGE DURING CONSTRUCTION. REMOVE AND PROPERLY DISPOSE OF ALL DEBRIS. REPAIR OR REPLACE ANY VEGETATION DAMAGED AS A RESULT OF CONSTRUCTION

OPERATIONS AT NO ADDITIONAL COST.

A-102 D2

A-104 D1

A-103 D1

A-102 D9

SOUTH C

SOUTH B

SOUTH A

NORTH C

NORTH B

NORTH A

REAR CENTER

ADMIN

SECURE PERIMETER CHAIN-LINK FENCE

SECURE FENCE

WITH 11' W GATE

12' W x 11'6" H

GATE

10' W x 11' H

GATE

10' W x 11' H

GATE

10' W x 15'H

GATE

10' W x 15'H

GATE

20' W x 15'H

GATE

12' W GATE

SIDEWALK WITH

UNDERGROUND TUNNEL

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-101

ADMIN, NORTH

A,B,C, SOUTH

A,B,C & REAR

CENTER -

OVERALL PLAN

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1" = 40'-0"C2 ADMIN, NORTH A,B,C, SOUTH A,B,C & REAR CENTER - OVERALL PLAN

N O

ADMIN

COVERED ENTRY

A-202A1A-203 A1

A-201

A12

A-211

A-211 G1 A-205G1

A-217

SOUTH A NORTH A

REAR CENTER

A-216

A-216A1

A-217 F1

A-217

A-216 A11

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-102

ADMIN & REAR

CENTER - PLAN

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/16" = 1'-0"D2 ADMIN - PLAN

1/16" = 1'-0"D9 REAR CENTER - PLAN

KEYPLAN

A-205

A-204 H1

A-204

A-204H7

A-206

A-206A1

A-207

A-207 A1

A-208

A-208A7

A-209

A-209 J1

A-205G9A-205G15

A-208 A1

NORTH C

NORTH B

NORTH A

ADMIN.

R C

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-103

NORTH A, B, C -

PLAN

S U

Author

9513.00

1/16" = 1'-0"D1 NORTH A, B, C - PLAN

A-210

A-211

A-211G15

A-210 J1

A-213

A-213J1A-212 J1

A-214

A-215

A-214 J1

A-215J1

A-212

A-214J10

A-212J10

A-210J10

A-211 G9

ADMIN.

R C

SOUTH C

SOUTH B

SOUTH A

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-104

SOUTH A, B, C -

PLAN

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/16" = 1'-0"D1 SOUTH A, B, C - PLAN

2 5

131313

14 14

0' - 0"

GRADE

0' - 0"

GRADE

(BID ALTERNATE) LEVEL 1 – MINOR MORTAR DETERIORATION.

REMOVE LOOSE, CRACKED, OR UNSOUND MORTAR BY RAKE METHODS TO A MINIMUM DEPTH OF

3/4 INCH OR UNTIL SOUND MATERIAL IS REACHED. CLEAN JOINTS OF DUST AND DEBRIS. REPOINT

WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, JOINT PROFILE, AND COMPRESSIVE

STRENGTH. TOOL TO MATCH ADJACENT EXISTING WORK. PATCH SMALL FASTENER HOLES WITH

MATCHING MORTAR OR BRICK INFILL AS REQUIRED.

LEVEL 2 – MODERATE MORTAR DETERIORATION.

REMOVE DETERIORATED MORTAR IN CONTINUOUS AREAS WHERE JOINT RECESSION IS

APPROXIMATELY 1/4 INCH TO 1/2 INCH OR WHERE CRACKING AND SEPARATION ARE PRESENT.

RAKE JOINTS TO A MINIMUM DEPTH OF 3/4 INCH OR UNTIL SOUND SUBSTRATE IS REACHED.

CLEAN JOINTS AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE,

PROFILE, AND PHYSICAL PROPERTIES. REMOVE UNUSED FASTENERS AND INFILL RESULTING

VOIDS. COORDINATE ISOLATED BRICK UNIT REPAIRS WITH REPOINTING OPERATIONS.

LEVEL 3 – SEVERE MORTAR DETERIORATION.

REMOVE ALL LOOSE, MISSING, OR HEAVILY ERODED MORTAR. REMOVE AND RESET LOOSE

MASONRY UNITS TO RESTORE STRUCTURAL AND WEATHER-RESISTIVE INTEGRITY. REMOVE AND

REPLACE DAMAGED UNITS BEYOND REPAIR WITH MATCHING FULL-SIZE UNITS. CLEAN JOINTS TO

SOUND SUBSTRATE AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR,

TEXTURE, PROFILE, AND COMPRESSIVE STRENGTH. ENSURE COMPLETE JOINT FILL AND PROPER

TOOLING TO MATCH ADJACENT WORK.

REMOVE DETERIORATED MASONRY STONE MORTAR. RAKE JOINTS TO A MINIMUM DEPTH OF 3/4

INCH OR UNTIL SOUND SUBSTRATE IS REACHED. CLEAN JOINTS AND FULLY REPOINT WITH

MORTAR MATCHING EXISTING IN COLOR, TEXTURE, PROFILE, AND PHYSICAL PROPERTIES.

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-201

ADMIN - EAST &

WEST

ELEVATIONS

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/8" = 1'-0"A2 ADMIN - EAST ELEVATION

1/8" = 1'-0"A12 ADMIN - WEST ELEVATION

REPOINTING LEGENDKEYNOTES

MARK NOTE

1 REMOVE AND REPLACE DAMAGED, SPALLED, OR DETERIORATED BRICK UNITS. SALVAGE AND REUSE UNDAMAGED EXISTING BRICK WHERE POSSIBLE. INSTALL FULL-SIZE UNITS MATCHING EXISTING IN SIZE, COLOR

RANGE, TEXTURE, AND PHYSICAL PROPERTIES.

2 ABANDONED ANCHORS AND FASTENERS TO BE REMOVED, CONFIRM WITH FACILITY PRIOR TO REMOVAL. RECESS METAL APPROXIMATELY 3/4 INCH WHERE REQUIRED, APPLY ANTIRUST COATING, AND PATCH TO

MATCH ADJACENT BRICK.

5 PATCH LOCALIZED STONE DAMAGE USING COMPATIBLE STONE REPAIR COMPOUND. MATCH COLOR, GRAIN, AND SURFACE FINISH.

IF REQUIRED, REMOVE EXISTING DOWNSPOUT, INCLUDING ALL ASSOCIATED BRACKETS, RAZOR WIRE, AND MISCELLANEOUS ATTACHMENTS AND ACCESSORIES, AS NECESSARY TO PERFORM MASONRY REPOINTING AND REPAIR. STORE ALL MATERIALS IN A PROTECTED CONDITION. REINSTALL DOWNSPOUT, RAZOR WIRE, AND ALL ASSOCIATED COMPONENTS PLUMB, PROPERLY ALIGNED, AND SECURELY FASTENED FOLLOWING COMPLETION OF MASONRY WORK. FILL HOLES LEFT FROM REMOVED ANCHORS AND FASTENERS WITH COLOR-MATCHED MASONRY PATCHING COMPOUND OR MORTAR TO MATCH ADJACENT MASONRY IN COLOR, TEXTURE, AND FINISH. TOOL FLUSH WITH SURROUNDING SURFACE.

12 REMOVE DETERIORATED MASONRY STONE MORTAR. RAKE JOINTS TO A MINIMUM DEPTH OF 3/4 INCH OR UNTIL SOUND SUBSTRATE IS REACHED. CLEAN JOINTS AND FULLY REPOINT WITH MORTAR MATCHING

EXISTING IN COLOR, TEXTURE, PROFILE, AND PHYSICAL PROPERTIES.

13 AT LOCATIONS BENEATH AND ADJACENT TO ENTRANCE CANOPIES, REMOVE LOOSE, CRACKED, OR DETERIORATED MORTAR AT VERTICAL AND HORIZONTAL JOINTS, INCLUDING AREAS SUBJECT TO CONCENTRATED

MOISTURE FROM ROOF DRAINAGE.

14 AT LOCATIONS ALONG THE ROOF LINE ADJACENT TO METAL FLASHING, REMOVE LOOSE, CRACKED, OR DETERIORATED MORTAR. EXERCISE CARE TO AVOID DAMAGE TO EXISTING FLASHING AND ROOFING COMPONENTS. REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, AND JOINT PROFILE. VERIFY FLASHING TERMINATIONS ARE TIGHT AND PROPERLY EMBEDDED.

N O

13 13

9 9

5 2 2 2

0' - 0"

GRADE

(BID ALTERNATE) LEVEL 1 – MINOR MORTAR DETERIORATION.

REMOVE LOOSE, CRACKED, OR UNSOUND MORTAR BY RAKE METHODS TO A MINIMUM DEPTH OF

3/4 INCH OR UNTIL SOUND MATERIAL IS REACHED. CLEAN JOINTS OF DUST AND DEBRIS. REPOINT

WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, JOINT PROFILE, AND COMPRESSIVE

STRENGTH. TOOL TO MATCH ADJACENT EXISTING WORK. PATCH SMALL FASTENER HOLES WITH

MATCHING MORTAR OR BRICK INFILL AS REQUIRED.

LEVEL 2 – MODERATE MORTAR DETERIORATION.

REMOVE DETERIORATED MORTAR IN CONTINUOUS AREAS WHERE JOINT RECESSION IS

APPROXIMATELY 1/4 INCH TO 1/2 INCH OR WHERE CRACKING AND SEPARATION ARE PRESENT.

RAKE JOINTS TO A MINIMUM DEPTH OF 3/4 INCH OR UNTIL SOUND SUBSTRATE IS REACHED.

CLEAN JOINTS AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE,

PROFILE, AND PHYSICAL PROPERTIES. REMOVE UNUSED FASTENERS AND INFILL RESULTING

VOIDS. COORDINATE ISOLATED BRICK UNIT REPAIRS WITH REPOINTING OPERATIONS.

LEVEL 3 – SEVERE MORTAR DETERIORATION.

REMOVE ALL LOOSE, MISSING, OR HEAVILY ERODED MORTAR. REMOVE AND RESET LOOSE

MASONRY UNITS TO RESTORE STRUCTURAL AND WEATHER-RESISTIVE INTEGRITY. REMOVE AND

REPLACE DAMAGED UNITS BEYOND REPAIR WITH MATCHING FULL-SIZE UNITS. CLEAN JOINTS TO

SOUND SUBSTRATE AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR,

TEXTURE, PROFILE, AND COMPRESSIVE STRENGTH. ENSURE COMPLETE JOINT FILL AND PROPER

TOOLING TO MATCH ADJACENT WORK.

REMOVE DETERIORATED MASONRY STONE MORTAR. RAKE JOINTS TO A MINIMUM DEPTH OF 3/4

INCH OR UNTIL SOUND SUBSTRATE IS REACHED. CLEAN JOINTS AND FULLY REPOINT WITH

MORTAR MATCHING EXISTING IN COLOR, TEXTURE, PROFILE, AND PHYSICAL PROPERTIES.

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-202

ADMIN - NORTH

ELEVATION

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/8" = 1'-0"A1 ADMIN - NORTH ELEVATION

REPOINTING LEGEND

KEYNOTES

MARK NOTE

2 ABANDONED ANCHORS AND FASTENERS TO BE REMOVED, CONFIRM WITH FACILITY PRIOR TO REMOVAL. RECESS METAL APPROXIMATELY 3/4 INCH WHERE REQUIRED, APPLY ANTIRUST COATING, AND PATCH TO MATCH ADJACENT BRICK.

5 PATCH LOCALIZED STONE DAMAGE USING COMPATIBLE STONE REPAIR COMPOUND. MATCH COLOR, GRAIN, AND SURFACE FINISH.

13 AT LOCATIONS BENEATH AND ADJACENT TO ENTRANCE CANOPIES, REMOVE LOOSE, CRACKED, OR DETERIORATED MORTAR AT VERTICAL AND HORIZONTAL JOINTS, INCLUDING AREAS SUBJECT TO CONCENTRATED MOISTURE FROM ROOF DRAINAGE.

AT LOCATIONS ALONG THE ROOF LINE ADJACENT TO METAL FLASHING, REMOVE LOOSE, CRACKED, OR DETERIORATED MORTAR.

EXERCISE CARE TO AVOID DAMAGE TO EXISTING FLASHING AND ROOFING COMPONENTS. REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, AND JOINT PROFILE. VERIFY FLASHING TERMINATIONS ARE TIGHT AND PROPERLY EMBEDDED.

SEAL UTILITY PENETRATIONS THROUGH MASONRY WITH CLOSED-CELL BACKER ROD, EXPANDING FOAM AS REQUIRED, AND JOINT SEALANT. PREPARE SURFACES, INSTALL BACKER ROD TO PROPER DEPTH, APPLY SEALANT, AND TOOL FLUSH. COLOR TO MATCH

ADJACENT MASONRY.

14 14

0' - 0"

GRADE

(BID ALTERNATE) LEVEL 1 – MINOR MORTAR DETERIORATION.

REMOVE LOOSE, CRACKED, OR UNSOUND MORTAR BY RAKE METHODS TO A MINIMUM DEPTH OF

3/4 INCH OR UNTIL SOUND MATERIAL IS REACHED. CLEAN JOINTS OF DUST AND DEBRIS. REPOINT

WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, JOINT PROFILE, AND COMPRESSIVE

STRENGTH. TOOL TO MATCH ADJACENT EXISTING WORK. PATCH SMALL FASTENER HOLES WITH

MATCHING MORTAR OR BRICK INFILL AS REQUIRED.

LEVEL 2 – MODERATE MORTAR DETERIORATION.

REMOVE DETERIORATED MORTAR IN CONTINUOUS AREAS WHERE JOINT RECESSION IS

APPROXIMATELY 1/4 INCH TO 1/2 INCH OR WHERE CRACKING AND SEPARATION ARE PRESENT.

RAKE JOINTS TO A MINIMUM DEPTH OF 3/4 INCH OR UNTIL SOUND SUBSTRATE IS REACHED.

CLEAN JOINTS AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE,

PROFILE, AND PHYSICAL PROPERTIES. REMOVE UNUSED FASTENERS AND INFILL RESULTING

VOIDS. COORDINATE ISOLATED BRICK UNIT REPAIRS WITH REPOINTING OPERATIONS.

LEVEL 3 – SEVERE MORTAR DETERIORATION.

REMOVE ALL LOOSE, MISSING, OR HEAVILY ERODED MORTAR. REMOVE AND RESET LOOSE

MASONRY UNITS TO RESTORE STRUCTURAL AND WEATHER-RESISTIVE INTEGRITY. REMOVE AND

REPLACE DAMAGED UNITS BEYOND REPAIR WITH MATCHING FULL-SIZE UNITS. CLEAN JOINTS TO

SOUND SUBSTRATE AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR,

TEXTURE, PROFILE, AND COMPRESSIVE STRENGTH. ENSURE COMPLETE JOINT FILL AND PROPER

TOOLING TO MATCH ADJACENT WORK.

REMOVE DETERIORATED MASONRY STONE MORTAR. RAKE JOINTS TO A MINIMUM DEPTH OF 3/4

INCH OR UNTIL SOUND SUBSTRATE IS REACHED. CLEAN JOINTS AND FULLY REPOINT WITH

MORTAR MATCHING EXISTING IN COLOR, TEXTURE, PROFILE, AND PHYSICAL PROPERTIES.

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-203

ADMIN - SOUTH

ELEVATION

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/8" = 1'-0"A1 ADMIN - SOUTH ELEVATION

REPOINTING LEGEND

KEYNOTES

MARK NOTE

2 ABANDONED ANCHORS AND FASTENERS TO BE REMOVED, CONFIRM WITH FACILITY PRIOR TO REMOVAL. RECESS METAL APPROXIMATELY 3/4 INCH WHERE REQUIRED, APPLY ANTIRUST COATING, AND PATCH TO MATCH ADJACENT BRICK.

AT LOCATIONS ALONG THE ROOF LINE ADJACENT TO METAL FLASHING, REMOVE LOOSE, CRACKED, OR DETERIORATED MORTAR.

GRADE

0' - 0"

2 10 10

5 5

10 10

GRADE

0' - 0"

N O

(BID ALTERNATE) LEVEL 1 – MINOR MORTAR DETERIORATION.

REMOVE LOOSE, CRACKED, OR UNSOUND MORTAR BY RAKE METHODS TO A MINIMUM DEPTH OF

3/4 INCH OR UNTIL SOUND MATERIAL IS REACHED. CLEAN JOINTS OF DUST AND DEBRIS. REPOINT

WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, JOINT PROFILE, AND COMPRESSIVE

STRENGTH. TOOL TO MATCH ADJACENT EXISTING WORK. PATCH SMALL FASTENER HOLES WITH

MATCHING MORTAR OR BRICK INFILL AS REQUIRED.

LEVEL 2 – MODERATE MORTAR DETERIORATION.

REMOVE DETERIORATED MORTAR IN CONTINUOUS AREAS WHERE JOINT RECESSION IS

APPROXIMATELY 1/4 INCH TO 1/2 INCH OR WHERE CRACKING AND SEPARATION ARE PRESENT.

RAKE JOINTS TO A MINIMUM DEPTH OF 3/4 INCH OR UNTIL SOUND SUBSTRATE IS REACHED.

CLEAN JOINTS AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE,

PROFILE, AND PHYSICAL PROPERTIES. REMOVE UNUSED FASTENERS AND INFILL RESULTING

VOIDS. COORDINATE ISOLATED BRICK UNIT REPAIRS WITH REPOINTING OPERATIONS.

LEVEL 3 – SEVERE MORTAR DETERIORATION.

REMOVE ALL LOOSE, MISSING, OR HEAVILY ERODED MORTAR. REMOVE AND RESET LOOSE

MASONRY UNITS TO RESTORE STRUCTURAL AND WEATHER-RESISTIVE INTEGRITY. REMOVE AND

REPLACE DAMAGED UNITS BEYOND REPAIR WITH MATCHING FULL-SIZE UNITS. CLEAN JOINTS TO

SOUND SUBSTRATE AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR,

TEXTURE, PROFILE, AND COMPRESSIVE STRENGTH. ENSURE COMPLETE JOINT FILL AND PROPER

TOOLING TO MATCH ADJACENT WORK.

REMOVE DETERIORATED MASONRY STONE MORTAR. RAKE JOINTS TO A MINIMUM DEPTH OF 3/4

INCH OR UNTIL SOUND SUBSTRATE IS REACHED. CLEAN JOINTS AND FULLY REPOINT WITH

MORTAR MATCHING EXISTING IN COLOR, TEXTURE, PROFILE, AND PHYSICAL PROPERTIES.

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-204

NORTH A -

ELEVATIONS

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/8" = 1'-0"A1 NORTH A - EAST ELEVATION

1/8" = 1'-0"H1 NORTH A - SOUTH ELEVATION

1/8" = 1'-0"H7 NORTH A - NORTH ELEVATION

REPOINTING LEGEND

KEYNOTES

MARK NOTE

2 ABANDONED ANCHORS AND FASTENERS TO BE REMOVED, CONFIRM WITH FACILITY PRIOR TO REMOVAL. RECESS METAL APPROXIMATELY 3/4 INCH WHERE REQUIRED, APPLY ANTIRUST COATING, AND PATCH TO MATCH ADJACENT BRICK.

5 PATCH LOCALIZED STONE DAMAGE USING COMPATIBLE STONE REPAIR COMPOUND. MATCH COLOR, GRAIN, AND SURFACE FINISH.

APPLY PENETRATING WATER REPELLENT TO MASONRY SURFACES INDICATED AFTER COMPLETION AND CURING OF MASONRY REPAIRS, POINTING, AND SEALANT INSTALLATION. APPLY BY LOW-PRESSURE SPRAY IN DUAL SATURATION COATS WITH UNIFORM OVERLAPPING PASSES. SUBSTRATE SHALL BE CLEAN, DRY, FREE OF EFFLORESCENCE, AND WITHIN MANUFACTURER’S ENVIRONMENTAL LIMITATIONS.

PROVIDE PRODUCT MEETING SPECIFIED WATER ABSORPTION, VAPOR TRANSMISSION, AND DURABILITY PERFORMANCE

REQUIREMENTS.

10 FILL HOLES LEFT FROM REMOVED ANCHORS AND FASTENERS WITH COLOR-MATCHED MASONRY PATCHING COMPOUND OR MORTAR TO MATCH ADJACENT MASONRY IN COLOR, TEXTURE, AND FINISH. TOOL FLUSH WITH SURROUNDING SURFACE.

ADJACENT MASONRY.

GRADE

0' - 0"

N O

GRADE

0' - 0"

N O

GRADE

0' - 0"

R C

(BID ALTERNATE) LEVEL 1 – MINOR MORTAR DETERIORATION.

REMOVE LOOSE, CRACKED, OR UNSOUND MORTAR BY RAKE METHODS TO A MINIMUM DEPTH OF

3/4 INCH OR UNTIL SOUND MATERIAL IS REACHED. CLEAN JOINTS OF DUST AND DEBRIS. REPOINT

WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, JOINT PROFILE, AND COMPRESSIVE

STRENGTH. TOOL TO MATCH ADJACENT EXISTING WORK. PATCH SMALL FASTENER HOLES WITH

MATCHING MORTAR OR BRICK INFILL AS REQUIRED.

LEVEL 2 – MODERATE MORTAR DETERIORATION.

REMOVE DETERIORATED MORTAR IN CONTINUOUS AREAS WHERE JOINT RECESSION IS

APPROXIMATELY 1/4 INCH TO 1/2 INCH OR WHERE CRACKING AND SEPARATION ARE PRESENT.

RAKE JOINTS TO A MINIMUM DEPTH OF 3/4 INCH OR UNTIL SOUND SUBSTRATE IS REACHED.

CLEAN JOINTS AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE,

PROFILE, AND PHYSICAL PROPERTIES. REMOVE UNUSED FASTENERS AND INFILL RESULTING

VOIDS. COORDINATE ISOLATED BRICK UNIT REPAIRS WITH REPOINTING OPERATIONS.

LEVEL 3 – SEVERE MORTAR DETERIORATION.

REMOVE ALL LOOSE, MISSING, OR HEAVILY ERODED MORTAR. REMOVE AND RESET LOOSE

MASONRY UNITS TO RESTORE STRUCTURAL AND WEATHER-RESISTIVE INTEGRITY. REMOVE AND

REPLACE DAMAGED UNITS BEYOND REPAIR WITH MATCHING FULL-SIZE UNITS. CLEAN JOINTS TO

SOUND SUBSTRATE AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR,

TEXTURE, PROFILE, AND COMPRESSIVE STRENGTH. ENSURE COMPLETE JOINT FILL AND PROPER

TOOLING TO MATCH ADJACENT WORK.

REMOVE DETERIORATED MASONRY STONE MORTAR. RAKE JOINTS TO A MINIMUM DEPTH OF 3/4

INCH OR UNTIL SOUND SUBSTRATE IS REACHED. CLEAN JOINTS AND FULLY REPOINT WITH

MORTAR MATCHING EXISTING IN COLOR, TEXTURE, PROFILE, AND PHYSICAL PROPERTIES.

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-205

NORTH A -

ELEVATIONS

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/8" = 1'-0"A1 NORTH A - WEST ELEVATION

1/8" = 1'-0"G9 NORTH A - PARTIAL NORTH ELEVATION

1/8" = 1'-0"G15 NORTH A - PARTIAL SOUTH ELEVATION

1/8" = 1'-0"G1 REAR CENTER - PARTIAL NORTH ELEVATION

REPOINTING LEGENDKEYNOTES

MARK NOTE

1 REMOVE AND REPLACE DAMAGED, SPALLED, OR DETERIORATED BRICK UNITS. SALVAGE AND REUSE UNDAMAGED EXISTING BRICK WHERE POSSIBLE. INSTALL FULL-SIZE UNITS MATCHING EXISTING IN SIZE, COLOR

RANGE, TEXTURE, AND PHYSICAL PROPERTIES.

4 REMOVE AND REPLACE DETERIORATED STONE UNITS WITH NEW STONE MATCHING EXISTING IN COLOR, TEXTURE, GRAIN, FINISH, SIZE, SHAPE, AND ORIENTATION OF RIFT. MAINTAIN EXISTING FLASHING, LINTELS, AND ADJACENT CONSTRUCTION IN UNDAMAGED CONDITION DURING STONE REMOVAL AND REPLACEMENT.

5 PATCH LOCALIZED STONE DAMAGE USING COMPATIBLE STONE REPAIR COMPOUND. MATCH COLOR, GRAIN, AND SURFACE FINISH.

8 CAREFULLY REMOVE BRICK AT TOP OF WALL WHERE INDICATED AND RESET TO ACHIEVE TIGHT, UNIFORM FIT AGAINST EXISTING WOOD CORNICE TRIMWORK. MAINTAIN EXISTING BONDING PATTERN AND ADJUST JOINT WIDTHS AS REQUIRED. PROVIDE FULLY FILLED BED AND HEAD JOINTS. PROTECT ADJACENT WOOD TRIM FROM DAMAGE DURING REMOVAL AND REINSTALLATION.

10 FILL HOLES LEFT FROM REMOVED ANCHORS AND FASTENERS WITH COLOR-MATCHED MASONRY PATCHING COMPOUND OR MORTAR TO MATCH ADJACENT MASONRY IN COLOR, TEXTURE, AND FINISH. TOOL FLUSH

WITH SURROUNDING SURFACE.

11 CONFIRM WITH FACILITY PRIOR TO REMOVAL. REMOVE ABANDONED UTILITY PENETRATION. INFILL OPENING WITH FULL-DEPTH MASONRY UNITS MATCHING EXISTING BOND, COURSING, AND JOINT WIDTHS.

REPOINT TO MATCH ADJACENT CONSTRUCTION.

N O

5 5

GRADE

0' - 0"

N O

16 16

(BID ALTERNATE) LEVEL 1 – MINOR MORTAR DETERIORATION.

REMOVE LOOSE, CRACKED, OR UNSOUND MORTAR BY RAKE METHODS TO A MINIMUM DEPTH OF

3/4 INCH OR UNTIL SOUND MATERIAL IS REACHED. CLEAN JOINTS OF DUST AND DEBRIS. REPOINT

WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, JOINT PROFILE, AND COMPRESSIVE

STRENGTH. TOOL TO MATCH ADJACENT EXISTING WORK. PATCH SMALL FASTENER HOLES WITH

MATCHING MORTAR OR BRICK INFILL AS REQUIRED.

LEVEL 2 – MODERATE MORTAR DETERIORATION.

REMOVE DETERIORATED MORTAR IN CONTINUOUS AREAS WHERE JOINT RECESSION IS

APPROXIMATELY 1/4 INCH TO 1/2 INCH OR WHERE CRACKING AND SEPARATION ARE PRESENT.

RAKE JOINTS TO A MINIMUM DEPTH OF 3/4 INCH OR UNTIL SOUND SUBSTRATE IS REACHED.

CLEAN JOINTS AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE,

PROFILE, AND PHYSICAL PROPERTIES. REMOVE UNUSED FASTENERS AND INFILL RESULTING

VOIDS. COORDINATE ISOLATED BRICK UNIT REPAIRS WITH REPOINTING OPERATIONS.

LEVEL 3 – SEVERE MORTAR DETERIORATION.

REMOVE ALL LOOSE, MISSING, OR HEAVILY ERODED MORTAR. REMOVE AND RESET LOOSE

MASONRY UNITS TO RESTORE STRUCTURAL AND WEATHER-RESISTIVE INTEGRITY. REMOVE AND

REPLACE DAMAGED UNITS BEYOND REPAIR WITH MATCHING FULL-SIZE UNITS. CLEAN JOINTS TO

SOUND SUBSTRATE AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR,

TEXTURE, PROFILE, AND COMPRESSIVE STRENGTH. ENSURE COMPLETE JOINT FILL AND PROPER

TOOLING TO MATCH ADJACENT WORK.

REMOVE DETERIORATED MASONRY STONE MORTAR. RAKE JOINTS TO A MINIMUM DEPTH OF 3/4

INCH OR UNTIL SOUND SUBSTRATE IS REACHED. CLEAN JOINTS AND FULLY REPOINT WITH

MORTAR MATCHING EXISTING IN COLOR, TEXTURE, PROFILE, AND PHYSICAL PROPERTIES.

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-206

NORTH B -

ELEVATIONS

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/8" = 1'-0"J1 NORTH B - EAST ELEVATION

1/8" = 1'-0"A1 NORTH B - NORTH ELEVATION

REPOINTING LEGEND

KEYNOTES

MARK NOTE

2 ABANDONED ANCHORS AND FASTENERS TO BE REMOVED, CONFIRM WITH FACILITY PRIOR TO REMOVAL. RECESS METAL APPROXIMATELY 3/4 INCH WHERE REQUIRED, APPLY ANTIRUST COATING, AND PATCH TO MATCH ADJACENT BRICK.

REMOVE AND REPLACE DETERIORATED STONE UNITS WITH NEW STONE MATCHING EXISTING IN COLOR, TEXTURE, GRAIN, FINISH, SIZE, SHAPE, AND ORIENTATION OF RIFT. MAINTAIN EXISTING FLASHING, LINTELS, AND ADJACENT CONSTRUCTION IN UNDAMAGED

CONDITION DURING STONE REMOVAL AND REPLACEMENT.

5 PATCH LOCALIZED STONE DAMAGE USING COMPATIBLE STONE REPAIR COMPOUND. MATCH COLOR, GRAIN, AND SURFACE FINISH.

PROVIDE PRODUCT MEETING SPECIFIED WATER ABSORPTION, VAPOR TRANSMISSION, AND DURABILITY PERFORMANCE

REQUIREMENTS.

REMOVE EXISTING METAL WINDOW FLASHING/TRIM AND REPLACE WITH NEW PREFINISHED METAL FLASHING/TRIM. INSTALL TIGHT TO ADJACENT MASONRY WITH CLEAN, STRAIGHT EDGES. SEAL PERIMETER JOINTS AS REQUIRED AND FASTEN SECURELY IN PLACE.

COLOR TO MATCH EXISTING.

N O

7 7

9 9

GRADE

0' - 0"

N O

5 4

(BID ALTERNATE) LEVEL 1 – MINOR MORTAR DETERIORATION.

REMOVE LOOSE, CRACKED, OR UNSOUND MORTAR BY RAKE METHODS TO A MINIMUM DEPTH OF

3/4 INCH OR UNTIL SOUND MATERIAL IS REACHED. CLEAN JOINTS OF DUST AND DEBRIS. REPOINT

WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, JOINT PROFILE, AND COMPRESSIVE

STRENGTH. TOOL TO MATCH ADJACENT EXISTING WORK. PATCH SMALL FASTENER HOLES WITH

MATCHING MORTAR OR BRICK INFILL AS REQUIRED.

LEVEL 2 – MODERATE MORTAR DETERIORATION.

REMOVE DETERIORATED MORTAR IN CONTINUOUS AREAS WHERE JOINT RECESSION IS

APPROXIMATELY 1/4 INCH TO 1/2 INCH OR WHERE CRACKING AND SEPARATION ARE PRESENT.

RAKE JOINTS TO A MINIMUM DEPTH OF 3/4 INCH OR UNTIL SOUND SUBSTRATE IS REACHED.

CLEAN JOINTS AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE,

PROFILE, AND PHYSICAL PROPERTIES. REMOVE UNUSED FASTENERS AND INFILL RESULTING

VOIDS. COORDINATE ISOLATED BRICK UNIT REPAIRS WITH REPOINTING OPERATIONS.

LEVEL 3 – SEVERE MORTAR DETERIORATION.

REMOVE ALL LOOSE, MISSING, OR HEAVILY ERODED MORTAR. REMOVE AND RESET LOOSE

MASONRY UNITS TO RESTORE STRUCTURAL AND WEATHER-RESISTIVE INTEGRITY. REMOVE AND

REPLACE DAMAGED UNITS BEYOND REPAIR WITH MATCHING FULL-SIZE UNITS. CLEAN JOINTS TO

SOUND SUBSTRATE AND FULLY REPOINT WITH MORTAR MATCHING EXISTING IN COLOR,

TEXTURE, PROFILE, AND COMPRESSIVE STRENGTH. ENSURE COMPLETE JOINT FILL AND PROPER

TOOLING TO MATCH ADJACENT WORK.

REMOVE DETERIORATED MASONRY STONE MORTAR. RAKE JOINTS TO A MINIMUM DEPTH OF 3/4

INCH OR UNTIL SOUND SUBSTRATE IS REACHED. CLEAN JOINTS AND FULLY REPOINT WITH

MORTAR MATCHING EXISTING IN COLOR, TEXTURE, PROFILE, AND PHYSICAL PROPERTIES.

3 5 7 9 11 13 15 17 19

2 4 6 8 10 12 14 16 18 20

SEAL

ARCHITECT OF RECORD:

KEZLO GROUP, LLC

P.O. BOX 1086

BROOKHAVEN, PA 19015

P: (844) 495-3956 www.kezlo.com

CLIENT:

IOWA DEPARTMENT OF ADMINISTRATIVE

SERVICES (DAS)

109 SE 13TH ST, DES MOINES, IA 50319-0105

P: 515-281-7260

PROJECT TITLE:

DRAWN BY: SONIA TRUJILLO

PROFESSIONAL CERTIFICATION: I HEREBY

CERTIFY THAT THESE DOCUMENTS WERE

PREPARED OR APPROVED BY ME, AND THAT I AM

A DULY LICENSED ARCHITECT UNDER THE LAWS

OF THE STATE OF IOWA, LICENSE NUMBER

ARC08750, EXPIRATION DATE 06.30.2027

DATE:

PROJECT NUMBER:

SHEET NAME:

SHEET NUMBER:

06.03.2026

1 100% DESIGN SUBMISSION 06.03.2026

# DESCRIPTION DATE

ISSUED/REVISIONS

A-207

NORTH B -

ELEVATIONS

S U

HHS CHMI

TUCKPOINTING

PHASE 2.2

9513.00

1/8" = 1'-0"J1 NORTH B - WEST ELEVATION

1/8" = 1'-0"A1 NORTH B - SOUTH ELEVATION

REPOINTING LEGEND

KEYNOTES

MARK NOTE

CONDITION DURING STONE REMOVAL AND REPLACEMENT.

5 PATCH LOCALIZED STONE DAMAGE USING COMPATIBLE STONE REPAIR COMPOUND. MATCH COLOR, GRAIN, AND SURFACE FINISH.

PROVIDE PRODUCT MEETING SPECIFIED WATER ABSORPTION, VAPOR TRANSMISSION, AND DURABILITY PERFORMANCE

REQUIREMENTS.

CAREFULLY REMOVE BRICK AT TOP OF WALL WHERE INDICATED AND RESET TO ACHIEVE TIGHT, UNIFORM FIT AGAINST EXISTING WOOD CORNICE TRIMWORK. MAINTAIN EXISTING BONDING PATTERN AND ADJUST JOINT WIDTHS AS REQUIRED. PROVIDE FULLY FILLED BED AND HEAD JOINTS. PROTECT ADJACENT WOOD TRIM FROM DAMAGE DURING REMOVAL AND REINSTALLATION.

N O

B 10

5 5

GRADE

0' - 0"

10 10

GRADE

0' - 0"

(BID ALTERNATE) LEVEL 1 – MINOR MORTAR DETERIORATION.

REMOVE LOOSE, CRACKED, OR UNSOUND MORTAR BY RAKE METHODS TO A MINIMUM DEPTH OF

3/4 INCH OR UNTIL SOUND MATERIAL IS REACHED. CLEAN JOINTS OF DUST AND DEBRIS. REPOINT

WITH MORTAR MATCHING EXISTING IN COLOR, TEXTURE, JOINT PROFILE, AND COMPRESSIVE

STRENGTH…

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 Jun 9, 2026.