Appendix I - 100% Construction Documents.pdf

PDF 12 MB Posted Sep 11, 2026

Attached to: Conner Lab Corridor Structural Improvement - FDACS Project No. 1116
Solicitation number: ITB-16927
Issued by: Leon County, Florida

About this file

Written by GovTribe AI · Sep 21, 2026

This is a 100% Construction Documents file prepared by Architects Lewis + Whitlock for the Florida Department of Agriculture and Consumer Services (FDACS) Project No. 1116, detailing repairs and structural improvements to the Conner Lab Corridor located at 3125 Conner Boulevard in Tallahassee, Florida. The project encompasses architectural, mechanical, and electrical work including demolition of existing components, installation of new flooring (LVT), wall base materials, metal panel systems, expansion joint covers, concrete repairs and sealants, window glazing replacement, interior finishes, and MEP system modifications. The construction documents include detailed floor plans, exterior elevations, corridor sections, finish schedules, and comprehensive technical specifications. A non-mandatory pre-bid conference and recommended site visit is scheduled for Tuesday, September 22, 2026, at 10:00 a.m. Eastern Time. The project includes three alternates: Alternate #1 for replacement of 61 insulated glazing units with unit cost pricing, Alternate #2 for crack repair and coating at porch concrete benches and rails, and Alternate #3 for replacement of an additional 144 insulated glazing units with unit cost pricing. The base bid encompasses all work excluding window replacement and exterior concrete bench/railing repair.

The documents establish construction requirements in compliance with the 2023 Florida Building Code (Building, Accessibility, Mechanical, Plumbing, Fuel Gas, and Energy Conservation editions), the 2023 Florida Fire Prevention Code, and the 2023 National Electrical Code. The contractor must furnish all labor, materials, equipment, and incidentals necessary for complete mechanical work including demolition of existing grilles, installation of new grilles and diffusers, and test and balance operations. Electrical work includes extension of distribution systems, installation of branch circuits, panelboards, transformers, switches, and all related equipment. Mechanical systems include installation of exhaust fans, louvers, humidity controllers, and associated HVAC components in the crawl space. All work must be completed in a workmanlike manner with professional finish quality, and contractors must provide operation and maintenance manuals, equipment demonstrations, and four hours of owner instruction upon completion. The contractor bears full responsibility for coordinating with existing building conditions, avoiding conflicts with structural elements and other trades' work, and maintaining required clearances and access for all equipment.

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Addendum 1 - Q&A.pdf	PDF	Sep 11, 2026
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Addendum 2 - Revision to Q&A.pdf	PDF	Sep 11, 2026
Appendix II - Agreement.pdf	PDF	Sep 11, 2026

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9'-0"

S411*

W 1

A-1.00

INTERIOR ELEVATION-

MILLWORK DETAILS ARE REFERENCED

ON INTERIOR ELEVATIONS

SECTION REFERENCE

ELEVATION REFERENCE

COLUMN GRID DESIGNATION

MATCH LINE

DRAWING REVISION NUMBER

ROOM TAG

DOOR TAG

WALL TYPE TAG

ELEVATION

CEILING HEIGHT

NEW CONSTRUCTION NOTE

STOREFRONT/WINDOW TAG

ROOM

1-100

A0.0.0

D001

A DEMOLITION NOTE

A0.0.0

DETAIL SECTION REFERENCE

BREAK LINE

DETAIL REFERENCE

INDICATES VIEW NUMBER

INDICATES SHEET NUMBER

AEX.

EX.

CEILING TYPEACT

F.O.F. WORKPOINT

E X

. E .O

B1 CASEWORK TAG

1HR FIRE RATED

2HR FIRE RATED

3HR FIRE RATED

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Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

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NOTE: CONTRACTOR SHALL MAKE AVAILABLE TO THE BUILDING INSPECTOR, DOCUMENTATION

NECESSARY TO VERIFY THAT ALL EXTERIOR ENVELOPE COMPONENTS REQUIRING PRODUCT

APPROVAL PER FS 533.842 ARE IN COMPLIANCE WITH PRODUCT APPROVAL INSTALLATION

REQUIREMENTS.

ADDITIONALLY: SHOP DRAWINGS SHALL BE SUBMITTED TO THE COT INSPECTOR FOR REVIEW

Florida Building Code, Building (FBC-B) 8th Edition Florida Building Code, Accessibility (FBC-A) 8th Edition Florida Building Code, Existing Building (FBC-EB) 8th Edition Florida Building Code, Mechanical 8th Edition Florida Building Code, Fuel Gas 8th Edition Florida Building Code, Plumbing 8th Edition Florida Building Code, Energy Conservation 8th Edition Florida Fire Prevention Code (FFPC) 8th Edition National Electrical Code (NEC) 2023 Edition

Applicable Codes:

Index of Drawings:Standard Abbreviations:Architectural General Notes:Legend of Architectural Symbols:

Area Map

Location Map

A/C

ACI

ACT

ADJ

AFF

ALT

ALUM

ASTM

BLDG

BLT

BOT

BRG

C/C

CEM

CFM

CIR

CIP

CLG

CLO

CLR

CMU

COL

COMP

CONC

CONSTR

CONT

CORR

CTR

DBL

DEFS

DEG

DTL

DIA

DIM

DTL

DWG

ELEC

ELEV

ENCL

EOS

EQUIP

EWC

EXH

EXT

-AIR CONDITIONING

-AMERICAN CONCRETE INSTITUTE

-ACOUSTICAL CEILING TILE

-ADJACENT

-ABOVE FINISH FLOOR

-ALTERNATE

-ALUMINUM

-AMERICAN SOCIETY OF TSTG. & MTLS.

-BOARD

-BUILDING

-BOLT

-BEAM

-BOTTOM

-BEARING

-CENTER TO CENTER

-CEMENT

-CUBIC FEET

-CUBIC FEET PER MINUTE

-CORNER GUARD

-CIRCLE, CIRCULAR

-CAST-IN-PLACE

-CONTROL JOINT

-CEILING

-CLOSET

-CLEARANCE, CLEAR

-CONCRETE MASONRY UNIT

-COLUMN

-COMPRESSOR, COMPOSITE

-CONCRETE

-CONSTRUCTION

-CONTINUOUS

-CORRUGATED

-COUNTERSINK

-CENTER

-DOUBLE

-DIRECT APPLIED EXT FINISH SYSTEM

-DEGREES

-DETAIL

-DRINKING FOUNTAIN

-DIAMETER

-DIMENSION

-DOWN

-DOWNSPOUT

-DETAIL

-DRAWING

-EACH

-EXPANSION JOINT

-ELECTRICAL

-ELEVATOR, ELEVATION

-ENCLOSURE

-EDGE OF SLAB

-EQUAL

-EQUIPMENT

-ELECTRICAL WATERCOOLER

-EXHAUST

-EXISTING

-EXTERIOR

FEB

FEC

FHC

FIN

FLG

FOF

FTG

GALV

GEN

GND

GWB

GYP

HDR

HDRL

HORZ

HGT

INSUL

INT

JAN

LAM

LAV

LBS

LLH

LLV

LTL

LTWT

LVR

-FLOOR DRAIN

-FIRE EXTINGUISHER W/ BRACKET

-FIRE EXTINGUISHER IN CABINET

-FINISH FLOOR

-FIRE HOSE CABINET

-FINISH

-FLOOR

-FLASHING

-FACE OF FRAMING

-FOOT OR FEET

-FOOTING

-GAUGE

-GALVANIZED

-GENERAL

-GROUND

-GYPSUM WALLBOARD

-GYPSUM

-HANDICAPPED ACCESSIBLE

-HEADER

-HANDRAIL

-HOLLOW METAL

-HORIZONTAL

-HEIGHT

-INSIDE DIAMETER (DIM.)

-INCHES

-INSULATION

-INTERIOR

-JANITOR

-JAMB

-JOINT

-KIPS (KILO POUND OR 1000LBS.)

-KILN DRIED

-STEEL ANGLE, LENGTH

-LAMINATED

-LAVATORY

-POUNDS

-LEFT HAND

-LIVE LOAD

-LONG LEG HORIZONTAL

-LONG LEG VERTICAL

-LINTEL

-LIGHTWEIGHT

-LOUVER

MATL

MAX

MECH

MTL

MEZZ

MFR

MIN

MISC

MTD

MULL

NIC

NOM

NTS

OPP

OPPH

PCF

PKG

PLAM

PLYWD

PNL

PREFAB

PREP

PSF

PSI

PTD

PVC

PVMT

REF

REINF

REQD

REV

-METER

-MATERIAL

-MAXIMUM

-MEDICINE CABINET

-MECHANICAL

-METAL

-MEZZANINE

-MANUFACTURER

-MINIMUM

-MISCELLANEOUS

-MARK

-MASONRY OPENING

-MOUNTED

-MULLION

-NORTH

-NOT APPLICABLE

-NOT IN CONTRACT

-NOMINAL

-NON SHRINK

-NOT TO SCALE

-OVERALL

-ON CENTER

-OUTSIDE DIAMETER

-OVERHEAD

-OPPOSITE

-OPPOSITE HAND

-POUNDS PER CUBIC FOOT

-PARKING

-PLATE

-PLASTIC LAMINATE

-PLYWOOD

-PANEL

-PAIR

-PREFABRICATED

-PREPARATION

-POUNDS PER SQUARE FOOT

-POUNDS PER SQUARE INCH

-POINT

-PAINTED

-POLYVINYL CHLORIDE

-PAVEMENT

-QUALITY CONTROL

-QUARRY TILE

-REFERENCE

-REINFORCED, REINFORCEMENT

-REQUIRED

-REVISION

-RIGHT HAND

-ROOM

-ROUGH OPENING

SAN

SECT

SEW

SGL

SIM

SPKLR

SST

STA

STD

STL

STOR

STRUCT

SUSP

TBD

TEL

TEMP

T&G

THK

TOB

TOC

TOF

TOS

TRTD

TYP

UNF

UNO

VCT

VERT

VEST

VFY

VOL

W/ W/C

W/O

WWF

-SANITARY

-SOLID CORE

-SECTION

-SEWER

-SQUARE FEET

-SINGLE

-SIMILAR

-SAWED JOINT

-SPRINKLER

-SQUARE

-STAINLESS STEEL

-STAINED

-STANDARD

-STEEL

-STORAGE

-STRUCTURAL

-SUSPENDED

-TO BE DETERMINED

-TELEPHONE

-TEMPORARY, TEMPERATURE

-TONGUE & GROOVE

-THICK

-TOP OF BEAM

-TOP OF CONCRETE

-TOP OF FOOTING

-TOP OF STEEL

-PRESSURE TREATED

-STRUCTURAL TUBE STEEL

-TELEVISION

-TYPICAL

-UNFINISHED

-UNLESS NOTED OTHERWISE

-URINAL

-VINYL COMPOSITION TILE

-VAPOR BARRIER

-VERTICAL

-VESTIBULE

-VERIFY

-VOLUME

-VINYL TILE

-WITH

-WATER CLOSET

-WOOD

-WITHOUT

-WATERPROOF, WORKING POINT

-WELDED WIRE FABRIC

1) THESE DRAWINGS AND RENDERINGS ARE INSTRUMENTS OF SERVICE. THE DRAWINGS AND COPIES THEREOF, INCLUDING ELECTRONIC MEDIA AND CAD FILES, ARE THE PROPERTY OF ARCHITECTS: LEWIS + WHITLOCK, P.A. THEIR USE, REPRESENTATION OR REPRODUCTION IN ACTUAL FORM OR CONTENT BY ANY ENTITY THAT POSSESSES THEM FOR ANY PURPOSE EXCEPT BY WRITTEN AGREEMENT WITH THE ARCHITECT IS PROHIBITED. THE COPYRIGHT NOTIFICATION SHALL BE TRUE AS IF DIRECTLY PLACED ON EACH DRAWING, DETAIL, EXHIBIT OR RENDERING ON THIS

DOCUMENT AND SHALL NOT BE REMOVED FROM THESE DOCUMENTS.

2) ALL DIMENSIONS ARE TO THE FACE OF STUD OR STUD TRACK, CENTER LINE OF STUD OR STUD TRACK, FACE OF MASONRY AND TO THE CENTER LINE OF STRUCTURAL STEEL COLUMNS, UNLESS OTHERWISE INDICATED.

3) WHERE STRUCTURAL DESIGN LOADS ARE NOT PROVIDED FOR ANY COMPONENTS REQUIRING MANUFACTURER OR FABRICATOR ENGINEERING, AND MINIMUM LOADING CONDITIONS ARE NOT PROVIDED IN APPLICABLE CODES

AND STANDARDS, CONSULT ARCHITECT PRIOR TO PROCEEDING.

4) DIMENSIONS FOR PATHS OF EGREES INCLUDING CORRIDORS AND STAIRS SHALL MEAN CLEAR WIDTH BETWEEN

CORRIDOR WALLS, AND AT STAIRS CLEAR WIDTH BETWEEN WALLS OR CURBS.

5) DO NOT SCALE DRAWINGS, IF THERE IS A CONFLICT IN DIMENSIONS OR IF THERE IS INSUFFICIENT DIMENSIONING, CONTACT THE ARCHITECT FOR CLARIFICATION PRIOR TO PROCEEDING.

6) IF AN ORDER OF PRECEDENT FOR THE INTERPRETATION OF DOCUMENTS IS NOT PROVIDED IN THE PROJECT MANUAL (IF PROVIDED), AND A CONFLICT OCCURS IN THE SPECIFICATIONS, ON THE DRAWINGS, OR BETWEEN THE DRAWINGS AND SPECIFICATIONS, CONTACT THE ARCHITECT. ALL REQUEST FOR CLARIFICATION TO THE ARCHITECT

SHALL BE MADE IN WRITING.

THE ARCHITECT'S RESPONSE SHALL BE MADE IN WRITING AND NO FORMAL INSTRUCTIONS SHALL BE GIVEN VERBALLY.

7) WHERE CLEAR DIMENSIONS ARE INDICATED, THIS SHALL MEAN CLEAR WIDTH FROM FINISHED WALL TO FINISHED

WALL OR CLEAR FLOOR AREA BETWEEN BUILDING COMPONENTS.

8) ALL FIRE RATED PARTITION OR WALL ASSEMBLIES SHALL EXTEND FROM THE FLOOR SLAB TO THE UNDERSIDE OF THE BUILDING STRUCTURE AND/OR DECK ABOVE. ALL PENETRATIONS IN RATED CONSTRUCTION SHALL BE PROPERLY

SEALED TO INSURE THE RATING IS MAINTAINED.

9) ALL FIRE RATED FLOOR/CEILING OR ROOF/CEILING ASSEMBLIES SHALL BE CONTINUOUS BETWEEN PARTITIONS AND/OR WALLS FOR THE SPACE OR HORIZONTAL AREA INDICATED. ALL PENETRATIONS IN RATED CONSTRUCTION

SHALL BE PROPERLY SEALED TO INSURE THE RATING IS MAINTAINED.

10) TYPICAL AND STANDARD DETAILS MAY BE PROVIDED IN THE DRAWINGS. IF A SPECIFIC DETAIL IS NOT PROVIDED FOR CONDITION OF FABRICATION AND/OR INSTALLATION, CONTACT THE ARCHITECT PRIOR TO PROCEEDING.

11) THE INSTALLATION OF MECHANICAL, PLUMBING AND ELECTRICAL ITEMS (INCLUDING UTILITIES, ROUGH-INS, SYSTEM COMPONENTS AND FINISHED FIXTURES) IN EXPOSED TO VIEW AREAS OR SPACES SHALL BE UNDERTAKEN WITH SKILL AND CRAFTMANSHIP TO PROVIDE A FINISHED CONDITION ACCEPTABLE TO THE ARCHITECT. ALL EXPOSED TO VIEW ITEMS SHALL BE FINISHED WITH PAINT UNLESS OTHERWISE SPECIFIED TO BE PREFINISHED OR NOT TO BE

PAINTED.

12) THESE GENERAL NOTES HAVE THE SAME AUTHORITY AS OTHER NOTES AND REFERENCES IN THE DRAWINGS OR SPECIFICATIONS AND SHALL NOT BE EXCLUDED IN THE EXECUTION OF THE WORK. THEY MAY REQUIRE COORDINATION BETWEEN VARIOUS TRADE CONTRACTORS. IN ADDITION TO THESE GENERAL NOTES, REFER TO

DEMOLITION AND CONSTRUCTION NOTES SPECIFIC TO EACH DRAWING.

13) THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY AND HEALTH, INCLUDING REQUIRED SIGNAGE, SHORING, AND ACCESS SAFETY.

14) THE CONTRACTOR SHALL BE RESTRICTED TO AREAS SPECIFIED BY THE OWNER FOR ON-SITE STORAGE OF

MATERIALS

15) THE CONTRACTOR SHALL MAINTAIN A CLEAN WORK PREMISE AT ALL TIMES AND SHALL CLEAN CONSTRUCTION SITE OF ALL DEBRIS DAILY. THE WORK PREMISE SHALL BE CLEAN AT COMPLETION OF JOB AND BEFORE FINAL

PAYMENT IS MADE.

16) THE CONTRACTOR SHALL TAKE CARE NOT DAMAGE EXISTING SURFACES AND SHALL BE RESPONSIBLE FOR RESTORING AREAS DAMAGED BY THE CONTRACTOR (MATERIALS, FINISHES, ETC.) TO THEIR ORIGINAL CONDITIONS.

SURFACES SHALL BE REPAINTED TO MATCH EXISTING ADJACENT FINISHES.

Consultants:

G1.0

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Index of Drawings, Standard Abbreviations and General Notes

3125 Conner Blvd

C o n n e r L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

C o n s u m e r

S e rv ic e s

T a lla h a s s e e

F L

Tallahassee, FL.

Conner Lab Corridor Structural Improvements

Florida Department of Agriculture and Consumer Services

Tallahassee, FL.

100% CONSTRUCTION

DOCUMENTS

25525.3

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PROJECT LOCATION

PROJECT AREA

ID Sheet Name Current Issue

General

G1.0 Index of Drawings, Standard Abbreviations and General Notes 100% CD'S

G1.1 Specifications 100% CD'S

G1.2 Specifications 100% CD'S

G1.3 Specifications 100% CD'S

G1.4 Specifications 100% CD'S

Demolition

D1.1 Demolition Architectural Plan 100% CD'S

Architectural

A1.1 Architectural Floor Plan 100% CD'S

A1.2 Enlarged Corridor Plan 100% CD'S

A2.1 Exterior Elevations 100% CD'S

A3.1 Corridor Section 100% CD'S

A3.2 Exterior Porch Perspective and images 100% CD'S

Mechanical

M1.0 First Floor Plan Mechanical 100% CD'S

M2.0 Crawl Space Mechanical Plan 100% CD'S

M3.0 Specifications 100% CD'S

Electrical

E1.0 General Notes, Legend, and Details 100% CD'S

E2.0 New Work Power Plan 100% CD'S

E3.0 Specifications 100% CD'S

FDACS No: 1116

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Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

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850.942.1718 www.think3d.net

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Tallahassee, Florida 32301

850.942.1718 www.think3d.net

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A L

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C O

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L B

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F D

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P L A

C E

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D R

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B E

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U M

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G1.3

C O

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U M

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Specifications

C o n n e r

L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

C o n s u m e r

S e rv ic e s

T a lla h a s s e e

F L

C O

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T R

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U M

E N

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C O

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-0

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B .B

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B .B

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R A

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A T

P H

A S

D R

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D A

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C o n s u lt a n t:

J o b T it le

P ro je c t

P h a s e

C lie n t:

Seal:

R E

W E

Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

T H

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P L A

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B E

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G1.4

C O

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Specifications

C o n n e r

L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

C o n s u m e r

S e rv ic e s

T a lla h a s s e e

F L

C O

N S

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U M

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C O

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-0

-1

B .B

. P E

R S

E R

B .B

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R S

DEMOLITION LEGEND

EXISTING PARTITION TO REMAIN

EXISTING CONSTRUCTION TO REMAIN

FLOORING TO BE REMOVED

CONSTRUCTION TO BE DEMOLISHED

CONCRETE SURFACE TO BE

STRIPPED AND CLEANED

EX.

CL16

EX.

CL15

EX.

CL14

EX.

CL13

EX.

CL12

EX.

CL11

EX.

CL10

EX.

CL9

EX.

CL8

EX.

CL7

EX.

CL6

EX.

CL5

EX.

CL4

EX.

CL3

EX.

CL2

EX.

CL1

C E

M A

T C

H L

GENERAL DEMOLITION NOTES

1. PROVIDE SAFE MEANS OF EGRESS THROUGH AND AROUND

THE BUILDING AND SITE AT ALL TIMES.

2. PROVIDE FIRE EXTINGUISHERS PER AUTHORITY HAVING

JURISDICTION’S REQUIREMENTS AT ALL TIMES THROUGHOUT

CONSTRUCTION AREA.

3. CONTRACTOR TO PROTECT INTERIOR FROM EXTERIOR

CONDITIONS INFILTRATING INTERIOR ENVIRONMENT.

4. VERIFY EXISTING CONDITIONS AND DIMENSIONS.

COORDINATE THE EXTENT OF DEMOLITION WORK AND

EXISTING CONSTRUCTION TO REMAIN WITH NEW WORK.

NOTIFY ARCHITECT OF CONFLICTS.

5. DASHED LINES INDICATE EXISTING CONSTRUCTION TO BE

REMOVED, UNLESS NOTED OTHERWISE.

6. REFER TO MEP DRAWINGS FOR SPECIFIC DISCIPLINE

DEMOLITION ITEMS NOT SHOWN OR NOTED ON

ARCHITECTURAL DRAWINGS.

7. WHERE EXISTING CONSTRUCTION IS REMOVED, CUT,

DRILLED, DAMAGED OR OTHERWISE DISTURBED, PATCH

DEFECTIVE AND INCOMPLETE SURFACES AS REQUIRED TO

MATCH ADJACENT, EXISTING UNDAMAGED SURFACES, U.N.O.

8. REPAIR / PATCH OPENINGS IN WALLS, PARTITIONS, FLOORS

AND CEILINGS THAT ARE TO REMAIN TO MATCH EXISTING,

ADJACENT FINISHED SURFACE. MAINTAIN PENETRATION

LISTINGS AND ALL FIRE RATING REQUIREMENTS.

9. THOROUGHLY CLEAN AND PREPARE ALL SURFACES TO

RECEIVE NEW FINISH OR COVERING. COMPLETELY REMOVE

DIRT, DUST, GREASE, OIL, PAINT, LOOSE MATERIALS,

SOIL, ETC AS NECESSARY.

10. WHERE EXISTING PIPING IS PARTIALLY REMOVED, CAP AND

TAG END OF REMAINING PORTION.

EX.

CL34

EX.

CL33

EX.

CL32

EX.

CL31

EX.

CL30

EX.

CL29

EX.

CL28

EX.

CL27

EX.

CL26

EX.

CL25

EX.

CL24

EX.

CL23

EX.

CL22

EX.

CL21

EX.

CL20

EX.

CL19

EX.

CL18

EX.

CL17

EX.

CL16

CE B ABC C CE

M A

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H L

FFFF

CCC

B A

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R A

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P H

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D R

A W

D A

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C o n s u lt a n t:

J o b T it le

P ro je c t

P h a s e

C lie n t:

Seal:

R E

W E

Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

T H

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D1.1

C O

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Demolition Architectural Plan

C o n n e r L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

C o n s u m e r

S e rv ic e s

T a lla h a s s e e

F L

C O

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U M

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C O

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B .B

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B .B

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E R

1/16" = 1'-0"1 Architectural Demolition Plan - North

DEMOLITION NOTES

A REMOVE EXISTING FLOOR FINISH. PREPARE FOR NEW

FLOOR FINISH

B REMOVE EXISTING WALL BASE. CLEAN SURFACE FOR

NEW WALL BASE.

C EXISTING EXPANSION JOINT COVERS TO BE REMOVED.

CLEAN SURFACES FOR REPLACEMENT.

D REMOVE EXISTING DAMAGED WINDOW GLAZING UNITS

AND PREPARE FOR REPLACEMENT. - QUANTITY: 61

MINIMUM. VIELD VERIFY SIZE AND QUANTITY

E STRIP AND PREPARE CONCRETE BENCH FOR NEW

FINISH

F EXISTING EXPANSION JOINT IN GLAZED BRICK, CLEAN

AND PREP FOR NEW JOINT SEALANT

G CLEAN EXISTING BRICK WITH EFFLORECENCE

REMOVER THE FULL LENGTH OF BENCH. USE EACO

CHEM EF FORTLESS PER MANUFACTURERS

RECOMMENDED APPLICATION

H REMOVE EXISTING RAILING. TAKE CARE NOT TO

DAMAGE. SALVAGE FOR RE-INSTALLATION.

N 1/16" = 1'-0"2 Architectural Demolition Plan - Level 1

FLOOR PLAN LEGEND

EXISTING PARTITION TO REMAIN

EXISTING CONSTRUCTION TO REMAIN

NEW CONSTRUCTION

CONSTRUCTION OVERHEAD

CONSTRUCTION BELOW

EXPANSION JOINT COVER

NEW FLOORING

NEW ACCENT FLOORING

LINE OF TREE CANOPY

1. DO NOT SCALE DRAWINGS. VERIFY ALL EXISTING CONDITIONS AT SITE

BEFORE PROCEEDING WITH WORK. IF EXISTING CONDITIONS ARE

ENCOUNTERED THAT APPEAR DIFFERENT THAN SHOWN OR INDICATED

ON THE PLANS, NOTIFY ARCHITECT FOR CLARIFICATION AND FURTHER

DIRECTION BEFORE PROCEEDING WITH WORK IN THAT AREA.

2. ENSURE FINISH SURFACES ARE FLUSH AND SEAMLESS WHERE

PARTITIONS AND/OR FURRING ARE COPLANAR.

3. ALL PIPING, CONDUITS AND RELATED MECHANICAL AND ELECTRICAL

ITEMS SHALL BE CONCEALED WITHIN PARTITION/WALL ASSEMBLY IN

FINISHED AREAS U.N.O.

4. WHERE ACCESS PANELS ARE REQUIRED FOR EQUIPMENT, UTILITIES,

OR DEVICES, THOSE PANELS SHALL BE INSTALLED WHETHER OR NOT

THEY ARE SPECIFICALLY SHOWN ON THE DRAWINGS. WHEN

INSTALLED IN A FIRE RATED ASSEMBLY, THE ACCESS PANEL MUST BE

FIRE RATED TO MATCH THE RATING OF THAT ASSEMBLY. VERIFY ALL

LOCATIONS WITH ARCHITECT BEFORE INSTALLING. SEE

SPECIFICATIONS FOR ACCESS PANEL REQUIREMENTS.

5. ALL MEP ITEMS ARE SHOWN FOR REFERENCE. REFER TO SPECIFIC

DISCIPLINE FOR MORE INFORMATION.

GENERAL NOTES - FLOOR PLAN

1 3

A2.1

EX.

CL34

EX.

CL33

EX.

CL32

EX.

CL31

EX.

CL30

EX.

CL29

EX.

CL28

EX.

CL27

EX.

CL26

EX.

CL25

EX.

CL24

EX.

CL23

EX.

CL22

EX.

CL21

EX.

CL20

EX.

CL19

EX.

CL18

EX.

CL17

EX.

CL16

A1.2

A3.1

M A

T C

H L

3 1

31 3

A2.1

A3.1

3 33

ALTERNATE #2

TYP.

ALTERNATE #1

TYP.

ALTERNATE #3

TYP.

EX.

CL16

EX.

CL15

EX.

CL14

EX.

CL13

EX.

CL12

EX.

CL11

EX.

CL10

EX.

CL9

EX.

CL8

EX.

CL7

EX.

CL6

EX.

CL5

EX.

CL4

EX.

CL3

EX.

CL2

EX.

CL1

A2.1

M A

T C

H L

1 13

2 13 3 13

4 13 5 13

6 13 7 13

8 13 9 14

0 14 1 14

2 14 3 14

4 14 5 14

6 14

8 14

9 15 0 15

1 15 2 15

3 15 4 15

5 15 6 15

7 15 8 15

9 16 0 16

1 16

3 16

4 16 5 16

6 16 7 16

8 16 9 17

0 17 1 17

2 17 3 17

4 17 5 17

6 17 7 17

8 17 9 18

0 18 1 18

2 18 3 18

4 18 5 18

6 18 7 18

8 18 9 19

0 19 1 19

2 19 3 19

4 19 5 19

6 19 7 19

8 19 9 20

0 20 1 20

2 20

A3.1

ALTERNATE #2

TYP.

ALTERNATE #1

TYP.

ALTERNATE #3

TYP.

R E

R A

W N

E V

E D

A T

P H

A S

D R

A W

D A

T E

C o n s u lt a n t:

J o b T it le

P ro je c t

P h a s e

C lie n t:

Seal:

R E

W E

Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

T H

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A1.1

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Architectural Floor Plan

C o n n e r L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

C o n s u m e r

S e rv ic e s

T a lla h a s s e e

F L

C O

N S

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N D

O C

U M

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C O

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U M

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-0

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B .B

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R S

E R

B .B

. P E

R S

E R

1/16" = 1'-0"1 Architectural Floor Plan - South

CONSTRUCTION NOTES

1 NEW FLOORING AS SPECIFIED - SEE FINISH LEGEND AND ENLARGED

PLAN

2 [ALTERNATE #1] NEW INSULATED GLAZING PANEL TO REPLACE DAMAGED

GLAZING

3 NEW EXPANSION JOINT COVER AS SPECIFIED

4 [ALTERNATE #2] AREA OF MASONRY REPAIR - SEE SPECIFICATIONS FOR

REPAIR

5 REFINISH CONCRETE BENCH - SEE FINISH LEGEND AND ENLARGED PLAN

6 REINSTALL SALVAGED HANDRAIL. PROVIDE SPACE FROM NEW METAL

WALL PANELS

1/16" = 1'-0"2 Architectural Floor Plan - North

EX.

CL27

EX.

CL26

EX.

CL25

EX.

CL24

EX.

CL23

EX.

CL22

A3.1

B1.1

F1.2

B1.1

W1.1

EXPANSION JOINT COVER

F1.1F1.1 F1.1

EXPANSION JOINT COVER

B1.1

F1.2

B1.1

W1.1

STIPPLE PATTERN DENOTES

CONCRETE CRACK REPAIR

AND SEALANT AS

SPECIFIED, TYP. - SEE A3.2

EXISTING GLAZED BRICK

VENEER, TYP.

EXISTING AGGREGATE

COATING VENEER, TYP.

EXISTING GLAZED BRICK

VENEER, TYP.

EXISTING AGGREGATE

COATING VENEER, TYP.

A3.1

TYP.

A1.2

Sim

ALTERNATE #2

WALL BASE (B1.1)

LVT FLOOR (F1.1)

FINISH LEGEND

PAINTED BENCH (W1.1)

FINISH TAG KEY

MAIN FLOOR FINISH

MAIN WALL FINISH

MATERIAL TRANSITION

REFER TO FINISH SCHEDULE

FINISH TAG WHERE MULTIPLE FINISHES ARE

USED WITHIN A SPACE

XX-XX

MAIN BASE FINISH

*REFER TO FINISH PLANS AND ELEVATIONS FOR ACCENT FINISH

CALLOUTS

TR-XX

ALTERNATE FINISH TAG; SEE FINISH SCHEDULE

SHEET A700 FOR BASE BID

FLOORING DIRECTION INDICATOR

MAIN CEILING FINISH

LVT FLOOR (ACCENT) (F1.2)

EXPANSION JOINT COVER

WX-XX

CX-XX

BX-XX

FX-XX

LOCATION OF NEW

EXPANSION JOINT COVER

B1.1

W1.1

B1.1

F1.2

F1.1

B1.1

LOCATION OF NEW

EXPANSION JOINT COVER

AREA OF GLAZED BRICK

VENEER REPAIR - JR-1

B1.1

W1.1

CLEAN EXISTING JOINT,

PREP FOR NEW JOINT

SEALANT W1.1

B1.1

B1.1LOCATION OF NEW

EXPANSION JOINT COVER

W1.1 CLEAN EXISTING JOINT, PREP

FOR NEW JOINT SEALANT

NEW FLOORING

AS SCHED.NEW FLOORING

AS SCHED.

NEW FLOORING

AS SCHED.

NEW FLOORING

AS SCHED.

NEW FLOORING

AS SCHED.

REMOVE COVER, PROVIDE

JOINT SEALANT JR-1

LOCATION OF NEW

EXPANSION JOINT COVER

B1.1

NEW FLOORING

AS SCHED.

NEW FLOORING

AS SCHED.

B1.1

W1.1

B1.1

CLEAN AND FILL EXCESSIVE

CRACKS W/ NON SHRINK

GROUT BEFORE FLOORING

REPLACEMENT

REMOVE COVER, PROVIDE

JOINT SEALANT JR-1

FLOORING AS SCHED

SLAB PREP - AS SPECIFIED

TRANSITION BY FLOORING MFR. WHERE

EXISTING THRESHOLD IS NOT PRESENT

EXISTING DOORFLOORING AS SCHED

SLAB PREP - AS SPECIFIED

EXPANSION JOINT COVER

AS SPECIFIED

R E

R A

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E V

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A T

P H

A S

D R

A W

D A

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C o n s u lt a n t:

J o b T it le

P ro je c t

P h a s e

C lie n t:

Seal:

R E

W E

Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

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A1.2

C O

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Enlarged Corridor Plan

C o n n e r

L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

C o n s u m e r

S e rv ic e s

T a lla h a s s e e

F L

C O

N S

T R

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N D

O C

U M

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C O

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-0

-1

B .B

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R S

E R

B .B

. P E

R S

E R

3/16" = 1'-0"1 Typical Enlarged Corridor Plan N

F1.1 - SHAW CONTRACT; LVT - AMALGAM; COLOR - UNCOVER; SIZE - ;

INSTALLATION -

F1.2 - SHAW CONTRACT; LVT - AMALGAM; COLOR - ORE; SIZE - ;

INSTALLATION -

W1.1 - PAINT FOR CONCRETE BENCH; COLOR - SW7019 GAUNTLET

GRAY

B1.1 - JOHNSONITE TRADITIONAL VINYL (TYPE TV); COLOR: BLACK -

COIL

3" = 1'-0"2 Typical Door Floor Transition 3" = 1'-0"3 Typical Expansion Joint Cover

EXTERIOR FINISH LEGEND

FINISH TAG DESCRIPTION

E100

METAL PANEL (VERTICAL)

PAC-CLAD: FLUSH WALL PANELS

COLOR: SLATE GRAY

E200

CONCRETE REPAIR/SEALER

SIKA 2 PART SYSTEM

1. SIKADUR CRACK REPAIR KIT

2. SIKADUR 31 HI-MOD GEL CAP SEAL EPOXY

COLOR: TPD

Corridor Roof 13' - 8"

EX.

CL13

EX.

CL12

EX.

CL11

EX.

CL10

EX.

CL9

EX.

CL8

EX.

CL7

EX.

CL6

EX.

CL5

EX.

CL4

EX.

CL3

EX.

CL2

EX.

CL1

Corridor Level 0"

NEW MECH. FAN - SEE MECH. DWGS. NEW MECH. VENT - SEE MECH. DWGS. NEW MECH. VENT - SEE MECH. DWGS.EXISTING CRAWL SPACE ACCESS DOOR

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LINE OF EXISTING GRADE - VARIES

ALTERNATE #1

TYP.

ALTERNATE #2

TYP.

ALTERNATE #2

TYP.

ALTERNATE #3

TYP.

Corridor Roof 13' - 8"

EX.

CL34

EX.

CL33

EX.

CL32

EX.

CL31

EX.

CL30

EX.

CL29

EX.

CL28

EX.

CL27

EX.

CL26

EX.

CL25

EX.

CL24

EX.

CL23

EX.

CL22

EX.

CL21

EX.

CL20

EX.

CL19

EX.

CL18

EX.

CL17

EX.

CL16

A2.1

A3.1

Corridor Level 0"

NEW MECH. VENT - SEE MECH. DWGS. NEW MECH. FAN - SEE MECH. DWGS. NEW MECH. VENT - SEE MECH. DWGS.

M A

T C

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: T H

H E

E T 00

LINE OF EXISTING GRADE - VARIES

ALTERNATE #2

TYP.

ALTERNATE #1

TYP.

ALTERNATE #3

TYP.

Corridor Roof 13' - 8"

EX.

CL27

EX.

CL26

EX.

CL25

EX.

CL24

EX.

CL23

EX.

CL22

A3.1

Corridor Level 0"

NEW MECH. FAN - SEE MECH.

DWGS.

REMOVE DAMAGED MORTAR, CLEAN

AND REPLACE WITH SEALANT AS

SPECIFIED

E100

E200

E100

E200

LINE OF GRADE - VARIES EXISTING STONE AGGREGATE,

PROTECT DURING CONSTRUCTION

ALTERNATE #2

ALTERNATE #1 ALTERNATE #1

ALTERNATE #3

TYP.

Corridor Roof 13' - 8"

Corridor Level 0"

EXISTING CRAWL SPACE

ACCESS DOOR

ALTERNATE #1

TYP.

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Seal:

R E

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Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

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Exterior Elevations

C o n n e r L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

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NOTE: TYPICAL MATERIAL NOTES ARE GENERALLY

NOTED ONLY ONCE PER SHEET OR DRAWING TYPE.

THESE NOTES ARE TYPICAL FOR SIMILAR

CONDITIONS AND WILL NOT BE NOTED IN EVERY

LOCATION OR DETAIL.

1/16" = 1'-0"1 West - North Exterior Elevation

1/16" = 1'-0"2 West - South Exterior Elevation

3/16" = 1'-0"4 Typical Enlarged Corridor Elevation

ALTERNATE 1:

REPLACEMENT OF 61 INSULATED GLAZING

STOREFRONT UNITS (IDENTIFIED IN RED IN PLAN

AND ELEVATION)

(54) 48" x 83"

(3) 35 1/2" x 83"

(3) 29" x 83"

(1) 53" x 83"

*CONTRACTOR TO VERIFY ALL SIZES

PROVIDE UNIT COST FOR REPLACING SINGLE

GLAZING UNIT

1/16" = 1'-0"3 South Exterior Elevation

ALTERNATE 3:

PROVIDE PRICING FOR REPLACING ALL ADDITIONAL

144 INSULATED GLAZING STOREFRONT UNITS

(132) 48" x 83"

(7) 29" x 83"

(2) 12 1/2" x 83"

(1) 53 1/2" X 83"

(1) 27 3/4" X 83"

(1) 8" X 83"

*CONTRACTOR TO VERIFY ALL SIZES

PROVIDE UNIT COST FOR REPLACING SINGLE

GLAZING UNIT

ALTERNATE 2:

CRACK REPAIR AND COATING AT PORCH CONCRETE

BENCHES AND RAILS

BASE BID:

ALL WORK EXCLUDING WINDOW REPLACEMENT

AND EXTERIOR CONCRETE BENCH/RAILING

REPAIR/COATING.

Corridor Roof 13' - 8"

Corridor Ceiling 9' - 0"

A3.1

METAL PANEL - AS SPECIFIED

WS-1 SYSTEM, TYP

EXISTING WALL STONE FINISH

EXISTING GLAZED BRICK VENEER - REMOVE

GROUT FROM COURSES AS INDICATED IN

ELEVATION AND REPLACE WITH SEALANT AS

SPECIFIED

REPLACE DAMAGED GLAZING AS NOTED

STRIP & REPAINT

CONCRETE BENCH.

EXISTING GLAZED BRICK

VENEER

NEW WALL BASE - SEE

FINISH SCHEDULE

NEW FLOOR FINISH - AS

SPECIFIED

EXISTING FORMED ARCHITECTURAL

PANEL

BATT INSULATION - MIN R-21. FIT TIGHT TO

CEILING, ALL PENETRATIONS, AND STRUCTURAL

MEMBERS. SHALL BE CONTINUOUS WITHOUT

GAPS. STRAP AS NEEDED

EXISTING INSULATION BOARD. SEAL ALL

PENETRATIONS

EXISTING SUPPLY REGISTER

EXISTING A.C.T. CEILING - REPLACE

DAMAGED/STAINED TILES WITH MATCHING TILES

CORRIDOR

CRAWL SPACE

NEW CONT. VAPOR

BARRIER AS SPECIFIED

CLEAN AND PROVIDE

SEALANT AT EXPANSION

JOINTS, TYP.

V A

CLEAN AND PROVIDE SEALANT

AT EXPANSION JOINTS, TYP.

SLAB PREP - FS-1

METAL PANEL - AS SPECIFIED

SILL FLASHING - BY MTL. PANEL

MFR.

CLEAN/SAND AND PAINT -

AS SCHEDULED

MTL. SILL FLASHING

MTL. 'J' CLOSURE

WS-1 SYSTEM

EXISTING AGGREGATE WALL FINISH

EXISTING GLAZED BRICK FACADE - REMOVE GROUT FROM COURSES AS

INDICATED IN ELEVATION AND REPLACE WITH JR-2

EXISTING STOREFRONT FRAME

STRIP & REPAINT

CONCRETE BENCH.

EXISTING GLAZED BRICK

VENEER

NEW WALL BASE - AS

SPECIFIED

NEW FLOOR FINISH - AS

SPECIFIED

MECHANICAL FAN - SEE

MECH. DWGS.

MECHANICAL VENT BEYOND -

SEE MECH. DWGS.

WS-1 SYSTEM - PLACE JR-1 AT

EXPANSION JOINTS

A3.1

NEW CONCRETE SEALER - AS

SPECIFIED

CRAWL SPACE VAPOR BARRIER

AS SPECIFIED - UP TO CONCRETE

BEAM ON EXTERIOR WALL

VAPOR BARRIER TAPE

SEALANT AND TERMINATION

BAR

REMOVE GROUT - CLEAN

SURFACES AND PREPARE FOR

JR-2

CLEAN EXISTING WALL

SURFACE AND PREP FOR WS-1

ONLY AT LOCATIONS WHERE

EXISTING SCUPPER IS ABOVE

EXISTING LIGHT. CLEAN SURFACE

AND LIGHT FIXTURE. PREPARE

AREA FOR BREAK METAL RAIN

DIVERTER ABOVE EXISTING LIGHT.

PREPARE AND PAINT EXPOSED

STEEL BRICK LEDGE, TYP. ALONG

THE LENGTH OF THE CORRIDOR

REMOVE LOOSE MORTAR AND

PREPARE FOR JR-1. FINISH

CONCRETE WITH WS-1.

METAL PANEL - AS SPECIFIED

WS-1 SYSTEM

EXISTING WALL STONE FINISH

MTL. 'J' CLOSURE

BACKER ROD & SEALANT

EXISTING WALL STONE FINISH

1/4"

METAL PANEL - AS SPECIFIED

WS-1 SYSTEM

EXISTING WALL STONE FINISH

MTL. 'J' CLOSURE

BRAKE METAL FLASHING INTO

DOOR JAMB

NEW SEALANT

A3.1

MTL. SILL FLASHING INTO

STOREFRONT SILL

EXISTING STOREFRONT

FRAME

SEALANT, TYP.

EXIST CONC. BENCH

SILL FLASHING - BY MTL. PANEL MFR.

EXISTING STEEL, PREPARE PER/ MFR.

RECOMENDATION AND PAINT - AS

SCHEDULED

EXISTING CMU

WS-1 SYSTEM

METAL PANEL AS SPECIFIED

EXISTING AGGREGATE WALL FINISH

CLEAN AND COAT

WITH WS-1

FLASHING TAPE PER AIR/WATER

BARRIER MANFACTURER

MTL. SILL FLASHING - INSTALLED

UNDER EXISTING STOREFRONT

MTL. 'J' CLOSURE FASTENED TO

EXIST WALL

EXISTING STOREFRONT SYSTEM

EXISTING CONCRETE

WS-1 SYSTEM

METAL PANEL AS SPECIFIED

EXISTING AGGREGATE WALL FINISH

METAL PANEL - AS SPECIFIED

WS-1 SYSTEM

EXISTING WALL STONE FINISH

MTL. 'J' CLOSURE

OUTSIDE CORNER FLASHING BY MTL. PANEL MFR.

METAL PANEL - AS SPECIFIED

WS-1 SYSTEM

EXISTING WALL STONE FINISH

MTL. 'J' CLOSURE

OUTSIDE CORNER FLASHING BY MTL. PANEL MFR.

MTL. 'J' CLOSURE

BRAKE METAL FLASHING

INTO EXISTING JOINT

4" MIN OVERLAP

MTL. SILL FLASHING

MTL. 'J' CLOSURE

MTL. PANEL AS

SPECIFIED

BACKER ROD & SEALANT

MTL. SILL FLASHING

BACKER ROD & SEALANT

EXISTING CONC. BENCH

CAP - FINISH AS SPECIFIED

EXISTING AGGREGATE

WALL FINISH

EXISTING STOREFRONT

SYSTEM

BACKER ROD

& SEALANT

METAL PANEL

CLOSURE FLASHING

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Seal:

R E

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Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

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A3.1

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Corridor Section

C o n n e r

L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

C o n s u m e r

S e rv ic e s

T a lla h a s s e e

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B .B

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NOTE: TYPICAL MATERIAL NOTES ARE GENERALLY NOTED

ONLY ONCE PER SHEET OR DRAWING TYPE. THESE NOTES

ARE TYPICAL FOR SIMILAR CONDITIONS AND WILL NOT BE

NOTED IN EVERY LOCATION OR DETAIL.

1/2" = 1'-0"1 Typ. Corridor Section 1 1/2" = 1'-0"2 Typ. Bench & Exterior Wall Section

3" = 1'-0"8 Metal Panel Concrete Jamb Plan Detail 3" = 1'-0"9 Metal Panel Door Jamb Plan Detail

3" = 1'-0"4 Flashing at Bench Storefront Sill

3" = 1'-0"3 Typ. Existing Ledge Detail

3" = 1'-0"5 Typ. Storefront Sill

CONCRETE REPAIR SYSTEM

Crack Repair/ Seal

• CR-1: Sikadur® Crack Repair Kit

JR-1 Joint repair/replacement

• JR-1: Sikaflex® 2C NS EZ Mix+; Color TBD

• JR-2: Dowsil 790; Color TPD

WALL SEALANT

Wall Coating

• WS-1

• 1st Coat: Thorocoat® 400

• 2nd Coat: Thorocoat® 350 Aquasol; Color TBD

FLOOR SEALANT

Floor Coating (under LVT)

• FS-1

• 1st Coat: Schonox EPA by Sika - Vapor Barrier

• 2nd Coat: Schonox Emiclassic by Sika - For glue-down applications

3" = 1'-0"7 Typical Outside Corner

3" = 1'-0"6 Outside Corner at Door

3" = 1'-0"11 Bench Flashing Axon

6" = 1'-0"10 Flashing Detail

ALTERNATE #2

TYP.

TREAT CRACKING WITH CR1, FINISH WITH WS-1

TREAT CRACKING WITH

CR1, FINISH WITH WS-1

RE-SET BENCH IN

CORRECT LOCATION

TREAT CRACKING WITH

CR1, FINISH WITH WS-1

CLEAN AND PROVIDE

JR-1

NEW SEALANT JR-1 AT

BENCH JOINTS, TYP.

CLEAN AND PROVIDE

JR-1

TREAT CRACKING WITH

CR1, FINISH WITH WS-1

CLEAN AND PROVIDE

JR-1

EXISTING WALL FINISH -

PAINTED BY OTHERS

EXISTING WALL FINISH -

PAINTED BY OTHERS

EXISTING WALL FINISH -

PAINTED BY OTHERS

CLEAN AND PROVIDE

JR-1

TREAT CRACKING WITH

CR1, FINISH WITH WS-1

NEW SEALANT JR-1

TREAT CRACKING WITH JR-1

CLEAN/PREP FOR WALL

SEALANT WS-1

CLEAN/PREP FOR WALL

SEALANT WS-1

EXISTING WALL FINISH -

PAINTED BY OTHERS

ALTERNATE #2

TYP.

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C o n s u lt a n t:

J o b T it le

P ro je c t

P h a s e

C lie n t:

Seal:

R E

W E

Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301

850.942.1718 www.think3d.net

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A3.2

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Exterior Porch Perspective and images

C o n n e r

L a b C o rr id o r S tr u c tu ra l Im p ro v e m e n ts

F lo ri d a

D e p a rt m e n t o f

A g ri c u lt u re a n d

C o n s u m e r

S e rv ic e s

T a lla h a s s e e

F L

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-1

B .B

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B .B

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NOTE: TYPICAL MATERIAL NOTES ARE GENERALLY

NOTED ONLY ONCE PER SHEET OR DRAWING TYPE.

THESE NOTES ARE TYPICAL FOR SIMILAR

CONDITIONS AND WILL NOT BE NOTED IN EVERY

LOCATION OR DETAIL.

1 Typical Pourch View

CONCRETE REPAIR SYSTEM

Crack Repair/ Seal

• CR-1: Sikadur® Crack Repair Kit

JR-1 Joint repair/replacement

• JR-1: Sikaflex® 2C NS EZ Mix+; Color TBD

• JR-2: Dowsil 790; Color TPD

WALL SEALANT

Wall Coating

• WS-1

• 1st Coat: Thorocoat® 400

• 2nd Coat: Thorocoat® 350 Aquasol;

Color TBD

SCOPE OF WORK NOTES

FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND INCIDENTALS REQUIRED TO COMPLETE ALL MECHANICAL WORK SHOWN ON THE CONTRACT DRAWINGS. THE WORK REQUIRED CONSISTS BASICALLY OF, BUT IS NOT

LIMITED TO, THE FOLLOWING:

- DEMOLITION OF EXISTING GRILLES, AND TEMPORARY SUPPORT OF EXISTING DIFFUSERS.

- INSTALLATION OF NEW GRILLES, AND PLACING EXISTING SUPPLY AIR DIFFUSERS IN NEW CEILING.

- TEST AND BALANCE OF THE SUPPLY AIR INTO THE ROOM; VERIFY OPERATION OF THERMOSTAT AND VAV.

GENERAL NOTES

THE WORK WILL BE COMPLETE, FULLY OPERATIONAL, AND SUITABLE FOR THE SERVICE REQUIRED. DRAWINGS INDICATE SCOPE AND DO NOT SHOW ALL DETAILS, DEVICES AND INCIDENTAL MATERIALS NECESSARY TO ACCOMPLISH THE WORK. IT IS UNDERSTOOD THAT SUCH DEVICES AND INCIDENTAL MATERIALS REQUIRED WILL BE

FURNISHED.

INSTALLERS ARE EXPECTED TO PROVIDE PROFESSIONAL WORK PERFORMED IN ACCORDANCE WITH INDUSTRY

STANDARDS AND GOOD PRACTICE.

UPON COMPLETION OF THE WORK THE INSTALLERS WILL CLEAN SPACES THAT WERE OCCUPIED BY TEMPORARY WORK AND TEMPORARY FACILITIES. REMOVE DEBRIS, RUBBISH AND EXCESS MATERIALS FROM THE SITES. REPAIR

DAMAGES CAUSED BY INSTALLATION OR USE OF TEMPORARY FACILITIES.

THE INSTALLERS WILL DELIVER TO THE OWNER, UPON SUBSTANTIAL COMPLETION OF THE WORK, ELECTRONIC COPIES OF DESCRIPTIVE LITERATURE RELATED TO THE EQUIPMENT INSTALLED UNDER THIS CONTRACT, INCLUDING PARTS LISTS, WIRING DIAGRAMS, MAINTENANCE AND OPERATION MANUALS AND WARRANTIES CUSTOMARILY SUPPLIED BY MANUFACTURERS FOR EQUIPMENT INCORPORATED IN THIS WORK. THE LITERATURE WILL BE NEATLY

ORGANIZED ON A USB STORAGE DRIVE AND DELIVERED PRIOR TO FINAL ACCEPTANCES.

THE CONTRACTOR SHALL GIVE A PHYSICAL DEMONSTRATION AND VERBAL INSTRUCTIONS FOR PROPER OPERATION AND MAINTENANCE OF EQUIPMENT TO THE OWNER OR HIS DESIGNATED REPRESENTATIVE; SCHEDULE THESE

DEMONSTRATIONS AND INSTRUCTIONS AT THE OWNER'S CONVENIENCE.

CODES

THE INSTALLATION SHALL COMPLY WITH THE INDICATED EDITION OF THE FOLLOWING CODES AND ORDINANCES.

WHERE SPECIFIC EDITION IS NOT INDICATED, COMPLY WITH THE LATEST PUBLISHED EDITION.

FLORIDA STATE UNIVERSITY DESIGN GUIDELINES

NFPA 70, NATIONAL ELECTRIC CODE

NFPA 90 A, AIR CONDITIONING & VENTILATION SYSTEMS

FLORIDA BUILDING CODE BUILDING (2023)

FLORIDA BUILDING CODE MECHANICAL (2023)

FLORIDA BUILDING CODE PLUMBING (2023)

FLORIDA BUILDING CODE FUEL GAS (2023)

FLORIDA FIRE PREVENTION CODE (2023 EDITION)

STATE AND LOCAL CODES AND ORDINANCES

DUCTWORK:

- ALL WORK SHALL COMPLY WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS - METAL AND FLEXIBLE.

STATIC PRESSURE REQUIREMENTS FOR VAV SINGLE-ZONE SYSTEMS: SUPPLY (2") AND RETURNS (-1").

- USE EITHER ROUND OR RECTANGULAR DUCT WITH EQUAL OR GREATER EQUIVALENT FREE AREA TO

ACCOMMODATE EXISTING STRUCTURE.

- FLEXIBLE DUCT ON RUNOUTS SHALL NOT EXCEED 10'. USE SPIRAL ROUND DUCT FOR LONGER RUNS.

- DUCT SIZES MAY BE CHANGED TO ACCOMMODATE CONDITION AS LONG AS THE INTERNAL FREE AREA IS NOT

DIMINISHED.

- RUN-OUT DUCTS TO DIFFUSERS SHALL BE EQUAL TO DIFFUSER NECK SIZE, SEE GRILLE/FLOW SCHEDULES.

- TAG ALL DAMPER LOCATIONS WITH ORANGE FLAG TAPE.

- PERMANENTLY MARK ALL DAMPER SHAFTS TO INDICATE DAMPER POSITION.

SPECIAL CONDITIONS

THE BUILDING MAY BE OCCUPIED DURING CONSTRUCTION. TAKE EVERY PRECAUTION TO INSURE THE SAFETY OF THE OCCUPANTS. PROVIDE FOR REASONABLE SAFETY PRECAUTIONS, SIGNAGE AND OTHER WARNINGS. KEEP EXITS CLEAR. COORDINATE THE WORK TO MINIMIZE THE DISTURBANCE OF BUILDING OCCUPANTS. KEEP CONSTRUCTION AREAS CLEAN ON A DAILY BASIS. TAKE CARE TO MAINTAIN THE CONDITION OF EXISTING

MATERIALS AND SURFACES. REPAIR ANY DAMAGE TO MATCH EXISTING.

THE CONTRACTOR IS EXPECTED TO TAKE EVERY PRECAUTION AGAINST THE INITIATION OF FIRES AND WILL, AS A MINIMUM, MAINTAIN FIRE EXTINGUISHERS FOR USE BY HIS EMPLOYEES. NO SMOKING WILL BE ALLOWED INSIDE

THE BUILDING.

LAYOUT & COORDINATION:

INSTALLERS ARE EXPECTED TO COORDINATE IN ORDER TO AVOID INTERFERENCE BETWEEN TRADES. THE INSTALLERS ARE EXPECTED TO VERIFY CRITICAL DIMENSIONS AND FIELD FABRICATE PIPING AS NECESSARY TO ACCOMMODATE CONDITIONS. INSTALLERS ARE EXPECTED TO INSTALL EQUIPMENT SUCH THAT PROPER

MAINTENANCE CLEARANCES ARE MAINTAINED FOR EQUIPMENT OF ALL TRADES.

THE CONTRACTOR SHALL TAKE FULL AND COMPLETE RESPONSIBILITY FOR AVOIDING CONFLICTS WITH EXISTING BUILDING STRUCTURE, PIPING AND EQUIPMENT. BEFORE FABRICATING ANY DUCTWORK OR PIPING, FIELD VERIFY THE SPACE AVAILABLE WHILE MAINTAINING REQUIRED ACCESS TO EQUIPMENT FROM ALL TRADES. ANY CHANGES REQUIRED SO THAT DUCTWORK OR PIPING WILL FIT EXISTING CONDITIONS AND ANY DUCTWORK OR PIPING RENDERED AS SCRAP BY FAILING TO VERIFY FIELD CONDITIONS WILL BE AT THE EXPENSE OF THE CONTRACTOR.

HAZARDOUS MATERIALS

CONTRACTORS ARE EXPECTED TO NOTIFY THE OWNER WHENEVER THEY DISCOVER THAT THEIR WORK WILL EXPOSE THEM TO ANY MATERIALS THAT ARE THE LEAST BIT SUSPICIOUS. REMOVAL OF CONTAMINATED MATERIALS WILL BE THE RESPONSIBILITY OF THE OWNER. HOWEVER THE CONTRACTOR IS RESPONSIBLE TO INSPECT FUTURE WORK

AREAS IN A TIMELY FASHION SO AS NOT TO BE HELD UP WAITING FOR ABATEMENT.

LAY-IN RETURN AIR DIFFUSER

WITH OUT DUCT CONNECTION

LAY-IN SUPPLY AIR DIFFUSER

DESIGNATION

HVAC SYMBOLS/LEGEND

DESCRIPTION

THERMOSTAT/TEMPERATURE

SENSOR & WIREWAY

D DUCT SMOKE DETECTOR

POINT OF CONNECTION TO

EXISTING

ROUND DUCT WITH

SIZE INDICATED

MANUAL VOLUME DAMPER

WITH LOCKING QUADRANT

1" UC

AIR FLOW VIA 1" DOOR

UNDERCUT

MITERED ELBOW FITTING

WITH DOUBLE THICKNESS

TURNING VANES

MITERED TAKEOFF WITH MVD

(PROVIDE INSULATION

STANDOFF)

DRY BULB

EXHAUST FAN

EXISTING TO REMAIN

EXISTING

FLOOR

LONG

MAXIMUM

1000 BTU/HOUR

NOT IN CONTRACT

OUTSIDE AIR

RETURN AIR GRILLE

SUPPLY AIR

STATIC PRESSURE

TEMPERATURE

TOP OF DUCT

UNDERGROUND

ETR

(EX)

MAX

MBH

NIC

RAG

TOD

UOS UNLESS OTHERWISE SPECIFIED

DIAMETERDIA OR Ø

CHILLED WATER SUPPLYCHWS

CHILLED WATER RETURNCHWR

THICKTHK

DOOR GRILLEDG

RETURN AIRRA

SUPPLY AIR GRILLESAG

WIDEW

EXTERNAL OR EXTERIOREXT

SQUARESQ

RATED LOAD AMPSRLA

375 CFM

D GRILLE AND FLOWRATE (CFM)

DESIGNATION

ABOVE FINISHED FLOOR

BOTTOM OF DUCT

CUBIC FEET PER MINUTE

AFF

BOD

CFM

ABBREVIATIONS

CONCRETECONC

RECTANGULAR DUCTWORK &

INTERNAL SIZE (FREE AREA)

AIR FLOW DIRECTION

MINIMUM MIN

(R)

RELOCATE AND RELOCATED

FLEXIBLE DUCT CONNECTION HUB DRAINHD

12X12

8"Ø

TYPICAL TYP

TEMP/RELATIVE HUMIDITY

SENSOR AND WIREWAY

SERVICE AREA - MAINTAIN

CLEAR

NEWN

PANELPNL

BLDG AUTOMATION SYSTEM BAS

VOLTSV

T/H

WATER GAUGEWG

NOMINAL PIPE SIZE NPS

GALLONS PER MINUTEGPM

ROOF VENTRV

FLOOR DRAINFD

DETAILDTL

VARIABLE AIR VOLUMEVAV

AS HIGH AS POSSIBLE AHAP

SURFACE MOUNT

SUPPLY GRILLE

SURFACE MOUNT

RETURN GRILLE

LEAVING AIR TEMPERATURE LAT

BRAKE HORSE POWER BHP

EXTENT OF DEMOLITION

TRANSFERXFR

PLACESPL

WET BULBWB

DOMESTIC WATERDW

BACKDRAFT DAMPERBD

HIGHH

ACCESS DOOR WITH LATCH,

DIMENSION INDICATES SIZE

12" AD

ACCESS DOOR AD

DUCT DETECTORD

ON CENTER OC

CEILING MOUNTED

EXHAUST FANEF-

FLEXIBLE DUCT

MITERED TAKEOFF WITHOUT

MVD (USE AT TAKEOFFS FOR

VAV TERMINALS)

BRITISH THERMAL UNIT/HOURBTUH

CEILINGCLG

RECTANGULAR DUCTWORK

W/LINER & INTERNAL SIZE

(FREE AREA)

10X10

E ELECTRIC OPERATED

CONTROL DAMPER

FIRE DAMPER

SD SMOKE DAMPER

FSD

COMBINATION FIRE/SMOKE

DAMPER

FAN SCHEDULE

MOTOR HORSEPOWER

ELECTRICAL CHARACTERISTICS

DESIGN FAN SPEED

DESIGN STATIC PRESSURE

AIR FLOWRATE DESIGN

MANUFACTURER

RADIATED SOUND POWER

DRIVE TYPE

MODEL

TYPE

AREA/ROOM SERVED & BUILDING

DESIGNATION

SONES

V/Ø/HZ

CFM

RPM

FAN CONSTRUCTION

SERVICE

OPTIONS

CONTROL NOTES

MIN CIRCUIT AMPACITY AMPS

PROJECT QTY.

EF-1

CRAWL SPACE

GREENHECK

CUE-70-D

SIDEWALL

DIRECT

CONNER LABS

ALUMINUM

0.15

120 / 1 / 60

1/30

1, 2, 3

1.6

EXHAUST

CONTROL NOTES:

1. FAN WILL OPERATE WHEN SPACE HUMIDITY IS

HIGHER THAN SETPOINT. FAN IS ALWAYS

AVAILABLE.

OPTIONS:

1. ALUMINUM GRILLE.

2. BACKDRAFT DAMPER

3. WALL BRACKET FOR SIDE-WALL MOUNTING.

4. INCLUDE A HUMIDISTAT CONTROLLER, BRIIDEA

DEHUMIDISTAT, OR EQUAL.

BASIS OF DESIGN MANUFACTURER

BASIS OF DESIGN MODEL

LOUVER SCHEDULE

DEPTH

NOMINAL SIZE (WXH)

SERVICE

DESIGNATION

EHH-601

GREENHECK

24" x 24"

CRAWL SPACE VENT

L-1

TYPE EXTERIOR

MATERIAL/CONSTRUCTION ALUMINUM

NOTES:

1. CONSTRUCTED OF EXTRUDED ALUMINUM. BLADES POSITIONED

HORIZONTALLY.

2. EXPANDED, FLATTENED ALUMINUM BIRD SCREEN.

3. WIND DRIVEN RAIN RESISTANT

4. MILL FINISH

5. TO BE INSTALLED IN A CMU WALL

FREE AREA (DESIGN MINIMUM) 41%%

6IN

QUANTITY

FREE AREA 1.6 SFSQ FT

NOTES 1 THRU 5

EXHAUST FAN TO BE MOUNTED TO

EXISTING WALL WITH MFR. WALL BRACKET

FAN SIDEWALL DETAIL

SCALE: NONE

PROVIDE A SLEEVE

THROUGH WALL

BACK-DRAFT DAMPER

BRICK FACADE & CMU WALL

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Ph as e:

C lie nt

Seal:

Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850.942.1718 www.think3d.net

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First Floor Plan Mechanical

M1.0

CL34

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CL2

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CL1

EXIST. 36"x36" ACCESS

REMOVE EXISTING 6"Ø VENT,

INSTALL 24x24 LOUVER L-1EXIST. 36"x36" ACCESS

W/ 6"x6" VENT

REMOVE EXISTING 6"Ø VENT,

INSTALL WALL-MOUNTED

EXHAUST FAN EF-1

REMOVE EXISTING 6"Ø VENT,

INSTALL WALL-MOUNTED

EXHAUST FAN EF-1

REMOVE EXISTING 6"Ø VENT,

INSTALL 24x24 LOUVER L-1

REMOVE EXISTING 6"Ø VENT,

INSTALL 24x24 LOUVER L-1

INSTALL HUMIDITY CONTROLLER

ON WALL OF CRAWL SPACE

RH INSTALL HUMIDITY CONTROLLER

ON WALL OF CRAWL SPACE

INSTALL 24x24 LOUVER L-1

SHEET NOTES

1. REMOVE THE EXISTING 6" DIAMETER FOUNDATION VENTS,

TYPICAL OF 4.

2. THE ACCESS DOORS WILL REMAIN AS-IS.

3. INSTALL (4) 24x24 LOUVERS - 3 ARE IN LOCATIONS OF THE

PREVIOUS VENTS; 1 IS A NEW LOCATION.

4. INSTALL THE (2) WALL-MOUNTED EXHAUST FANS - 1 IS IN

THE LOCATION OF A PREVIOUS VENT; 1 IS A NEW LOCATION.

5. INSTALL THE HUMIDISTAT CONTROLLERS ON THE INSIDE

WALL OF THE CRAWL SPACE, NEAR THE FANS. SET

CONTROLLER TO 65% RELATIVE HUMIDITY.

C O

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O N

D O

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C on ne r L ab C or rid or S tru ct ur al

Im pr ov em en ts

Fl or id a

D ep ar tm en t o f Ag ric ul tu re a nd

C on su m er Se rv ic es

Ta lla ha ss ee , F

C on su lta nt

Jo b

Ti tle

Pr oj ec t #

Ph as e:

C lie nt

Seal:

Sheet No.:

Description:

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850.942.1718 www.think3d.net

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MECHANICAL PLAN

SCALE: 1/32"=1'-0"

Crawl Space Mechanical Plan

M2.0

PART 1 - GENERAL

GENERAL CONDITIONS

The work described hereunder shall be installed subject to the Contractual Conditions for the entire Specifications.

CORRELATION

This Section of the Specifications and its accompanying Drawings are made separate for the convenience of the General Contractor in preparing his bid and in no way relieves the General Contractor of his responsibility to correlate the work under this Section with that of all other trades as regards the items to be furnished by various Subcontractors, the exact location of all equipment and materials and the necessity of planning the work of all trades to avoid interference.

PLANS AND SPECIFICATIONS

Drawings and Specifications are intended to clearly set forth all work, and the detailed description is added to assist in establishing the scope and the location of the several parts of the work. Collectively, they shall govern and control the scope, character, and design of the Work, and any item called for in any one of the documents shall be as though mentioned in all.

Failure to refer in the Specifications to any items of the work shown on the Drawings, but necessary to the completion of the Work shall not relieve the Contractor of the full responsibility to furnish the materials and perform the work of such items, in a manner comparable to other items of similar nature for which detailed Specifications are included.

PROJECT FAMILIARIZATION

The bidder is expected to visit the site and familiarize himself with conditions at the site before submitting his bid. He shall familiarize himself with the work required throughout the entire project and shall make allowances for contingencies which may occur in the interconnection of the various systems.

ALTERNATES AND ADDENDA

The Contractor shall investigate all Alternates, Addenda and Allowances as they relate to the Work of this Section.

TESTING

The Work shall include complete testing of all equipment and piping at the completion of the Work and making any connection changes or adjustments necessary for the proper functioning of the system and equipment.

WORK…

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File details come from the government source that posted it. Updated Sep 21, 2026.