4-21423.6 05-28-24 507 W Brevard St - Bid Set.pdf

PDF 8 MB Posted Oct 18, 2025

Attached to: Re-Bid #3 Frenchtown Cultural Center & Museum (507 W Brevard St)
Solicitation number: IFB-013-26-KM
Issued by: Leon County, Florida

View the file

Other files

File	Type	Posted
18-Bid Guarantee and Performance bond.pdf	PDF	Oct 18, 2025
3-ITB MWBE Forms Updated 10.06.22.docx	DOCX document	Oct 18, 2025
14-Form 6. Responsible Vendor Review Form3.2020.pdf	PDF	Oct 18, 2025
1-FINAL IFB Re-Bid 3 507 W. Brevard St.pdf	PDF	Oct 18, 2025
20-Addendum 1 IFB-013-26-KM.pdf	PDF	Oct 18, 2025
2-Standard Contract Sample.docx	DOCX document	Oct 18, 2025
15-Form 7. Vendor Conflict of Interest Form.pdf	PDF	Oct 18, 2025
6-Civil SP-SPDwgs.PDF	PDF	Oct 18, 2025
9-Form 1. Certification of a Drug Free Workplace.pdf	PDF	Oct 18, 2025
12-Form 4. Attachment B - PRICE SCHEDULE .docx	DOCX document	Oct 18, 2025
7-PermitCard.pdf	PDF	Oct 18, 2025
17-Form 9. Certification of Compliance .docx	DOCX document	Oct 18, 2025
10-Form 2. Local Vendor Affidavit.pdf	PDF	Oct 18, 2025
5-21423.6 12-21-23 Project Manual - Bid.pdf	PDF	Oct 18, 2025
11-Form 3. Non Collusion Affidavit of Respondent.pdf	PDF	Oct 18, 2025
13-Form 5. Representations and Certifications.pdf	PDF	Oct 18, 2025
8-ATTACHMENT A - FEDERAL PROVISIONS APPLCABLE TO CONTRACTORS.pdf	PDF	Oct 18, 2025
16-Form 8. Affidavit HumanTrafficking CAO Final.docx	DOCX document	Oct 18, 2025
19-Addendum 1 IFB-013-26-KM.pdf	PDF	Oct 18, 2025

Show all 19

On GovTribe

Work with this file

Download the original file
Contacts named in this file
Similar government files
Ask GovTribe AI about this file

Try for free Login

Text version

The file's text, extracted by GovTribe without its formatting.

. T

, I

ILE

S, A

K, P A.

, R

Y W

B E

A S

O N

L N

Sheet No.:

C on su lta nt

Description:

Index of Drawings, Standard Abbreviations and General Notes

Jo b

Ti tle

. B re va rd

S tre et R en ov at io n Pr oj ec t #

Ph as e:

C on st ru ct io n D oc um en ts

C lie nt

C ity o f T al la ha ss ee Ta lla ha ss ee

, F lo rid a

Se al

Z :\2

B lu ep rin t C

O T

C on tin ui ng S er vi ce s\

B re va rd S tr ee t\M od el \2

.6 B re va rd S tr ee t.p ln

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850,942.1718 www.think3d.net

/12

/20

/ M

P C.

/23 /20

/ M P

/15

/20

/ M

/21

/20

/ M

LS1.1

D1.1 D1.2 D1.3 D1.4 D1.5

AS.1

A1.1 A1.2 A2.1 A3.1 A5.1 A5.2 A6.1 A7.1 A8.1 A8.2

Sheet Name Index of Drawings, Standard Abbreviations and General Notes Life Safety Plan Demolition Site Plan Demolition Plan Demolition Roof Plan Demolition Elevations Demolition Building Sections Site Plan & Site Details Architectural Floor Plan Roof Plan Exterior Elevations Building Sections and Details Sections and Details Sections and Details Door Schedules, Elevations, & Details Reflected Ceiling Plan Interior Elevations Finish Plan & Schedule

PROJECT AREA

PROJECT LOCATION

NUMBER INDICATES

SECTION, ELEVATION OR DETAIL

SHEET NUMBER WHERE

ELEVATION, SECTION

OR DETAIL IS DRAWN

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

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.

13) THE CONTRACTOR SHALL ERECT AND MAINTAIN ALL REASONABLE SAFEGUARDS FOR SAFETY AND HEALTH, INCLUDING

POSTING DANGER SIGNS AND OTHER WARNING AGAINST HAZARDS, AS WELL AS PROMULGATING SAFETY STANDARDS.

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.

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.

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.

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.

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.

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.

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.

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.

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

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.

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

WALL OR CLEAR FLOOR AREA BETWEEN BUILDING COMPONENTS.

Area Map

-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

-EQUAL

-EQUIPMENT

-ELECTRICAL WATERCOOLER

-EXHAUST

-EXISTING

-EXTERIOR

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

EQUIP

EWC

EXH

EXT

FEB

FEC

FHC

FIN

FLG

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

-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

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

-PRESSURE TREATED, PAINT, POINT

-POLYVINYL CHLORIDE

-PAVEMENT

-QUALITY CONTROL

-QUARRY TILE

-REFERENCE

-REINFORCED, REINFORCEMENT

-REQUIRED

-REVISION

-RIGHT HAND

-ROOM

-ROUGH OPENING

SAN

SECT

SEW

SGL

SIM

SPKLR

SST

STD

STL

STOR

STRUCT

SUSP

TBD

TEL

TEMP

T&G

THK

TOB

TOC

TOF

TOS

TYP

UNF

UON

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

-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

-STRUCTURAL TUBE STEEL

-TELEVISION

-TYPICAL

-UNFINISHED

-UNLESS OTHERWISE NOTED

-URINAL

-VINYL COMPOSITION TILE

-VAPOR BARRIER

-VERTICAL

-VESTIBULE

-VERIFY

-VOLUME

-VINYL TILE

-WITH

-WATER CLOSET

-WOOD

-WITHOUT

-WATERPROOF, WORKING POINT

-WELDED WIRE FABRIC

Location Map

Applicable Codes:

507 W. Brevard Street Tallahassee FL 32301

A1.1

TO BREAK OFF PARTS OF DRAWING

FINISH COLOR

DEMOLITION NOTES

ALPHABETICAL

CONSTRUCTION NOTES

NUMERICAL

REVISION

DOUBLE DASHED LINE

PROPERTY LINES, BOUNDRY LINES

DASHED LINES

HIDDEN, FUTURE, OR EXIST. CONST. TO BE REMOVED

BREAK LINE

SINGLE DASH LINE

PROJECT NORTH

BUILDING SECTION REFERENCE

WALL SECTION REFERENCE

DETAIL REFERENCE

INTERIOR ELEVATION

ELEVATION REFERENCE

COLUMN LINES

ELEVATION

REFERENCE POINT

DASH AND DOT

FIRE RATED WALLS

A1.1

A1.1D###

DOOR NUMBER

Florida Building Code, Building (FBC-B)

Florida Building Code, Plumbing

Florida Fire Prevention Code (FFPC) National Electrical Code (NEC)

Florida Building Code, Mechanical Florida Building Code, Fuel Gas

7th Edition

Florida Building Code, Existing Building (FBC-EB) 7th Edition

2017 Edition

7th Edition 7th Edition 7th Edition

7th EditionFlorida Building Code, Accessibility (FBC-A)

NOTE: CONTRACTOR SHAL MAKE AVALIABLE 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.

Florida Building Code, Energy Conservation 7th Edition

W. GEORGIA ST

N . M

A C

O M

B S

N . M

O N

R O

100% Construction Documents

Tallahassee, FL

ALW Project #21423.6

507 W. Brevard Street Renovation for City of Tallahassee

December 04, 2023

Consultants:

Johnson + Milner, INC.

1725 Capital Cir NE #301 Tallahassee, FL 32308 850.205.6355 johnsonmilner.com

Applied Research & Design, INC.

3998 Bradfordville Rd Tallahassee, FL 32309 850.668.6324

(FKA Ashmore Store)W. BREVARD STREET

OLD BAINBRIDGE RD

B A

G E

R D

W. BREVARD STREET

N . M

O N

R O

W. TENNESSEE STREET

Facility Solutions & Management 150 John Knox Rd Tallahassee, FL 32303 850.222.5683 FacilitySolutionsManagement.com

S-0.1 General Notes Sheet S-0.2 General Notes Sheet Continued S-1.1 Structural Wall Layout S-2.1 Structural Wall Sections and Details S-3.1 Connection Details

M0.1 HVAC Abbreviations, Symbols & Legends M0.2 HVAC Notes M1.1 Floor Plan - HVAC M5.1 HVAC Details M5.2 HVAC Details M6.1 HVAC Schedules

P0.1 Plumbing Abbreviations, Symbols & Legend P1.1 Floor Plan - Plumbing - Drain & Vent P1.2 Floor Plan - Plumbing - Pressure P5.1 Plumbing Details P6.1 Plumbing Fixtures and Schedules

E0.1 Electrical Legend & Notes E1.1 Floor Plan - Power & Systems E1.2 Floor Plan - Lighting

NOTE: FIRE PROTECTION IS NOT PART OF THE BUILDING

PERMIT EVALUATION. EACH FIRE PROTECTION

SUBCONTRACTOR SHALL SUBMIT PLANS FOR EVALUATION

AND APPROVAL PRIOR TO COMMENCEMENT OF NEW WORK,

UPON ISSUANCE OF THE BUILDING PERMIT.

mpersinger Rectangle

. T

, I

ILE

S, A

K, P A.

, R

Y W

B E

A S

O N

L N

Sheet No.:

LS1.1

C on su lta nt

Description:

Life Safety Plan

Jo b

Ti tle

. B re va rd

S tre et R en ov at io n Pr oj ec t #

Ph as e:

C on st ru ct io n D oc um en ts

C lie nt

C ity o f T al la ha ss ee Ta lla ha ss ee

, F lo rid a

Se al

Z :\2

B lu ep rin t C

O T

C on tin ui ng S er vi ce s\

B re va rd S tr ee t\M od el \2

.6 B re va rd S tr ee t.p ln

P M

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850,942.1718 www.think3d.net

/23 /20

0% C

A sh m or e St or e)

/ M

P C.

/12 /20

/ M P

/15

/20

/ M

/21

/20

/ M

EXISTING SHARED (3) WITHE BRICK PARTY WALL

68" 0.2"

32" 0.2"

ASSEMBLY

2,679 SF/ 30 NSF

EXIT

TOTAL DISTANCE: 76'-0" / R

EQUIRED

EXIT SEPERATION: 76' / 3

= 25'-4"

TRAVEL DISTANCE TO EXIT: 37'-10"

EXIT

MECH

55 SF/ 300 GSF

DISTANCE - 49'

MECH

55 SF/ 300 GSF

CLEAR EXIT WIDTH PROVIDED

MINIMUM WIDTH PER OCCUPANT

EXIT LIGHT

32" 0.2"

160 MAXIMUM EGRESS CAPACITY

FIRE EXTINGUISHER CABINET

2A10BC, U.N.O.

BRACKET MOUNTED FIRE

EXTINGUISHER, 2A10BC, U.N.O.

LEGEND

FEC

FEB

INDICATES # OF OCCUPANTS FOR A

PARTICULAR BUILDING AREA#

INDICATES # OF OCCUPANTS FOR AREAS THAT

INCLUDE OCCUPANT LOADS FROM ADJACENT

SPACES

507 BREVARD STREET CODE ANALYSIS Allowed/ Req'd Provided Project Specific Notes

Applicable Codes:

Florida Building Code, Building (FBC-EB) 8th Edition (2023)

Florida Building Code, Building (FBC-B) 8th Edition (2023)

Florida Building Code, Accessibility (FBC-A) 8th Edition (2023)

Florida Building Code, Mechanical (FBC-M) 8th Edition (2023)

Florida Building Code, Fuel Gas (FBC-FG) 8th Edition (2023)

Florida Building Code, Plumbing (FBC-P) 8th Edition (2023)

Florida Fire Prevention Code (FFPC) 8th Edition (2023)

National Electric Code (NEC) 2017 Edition

2018 NFPA 101 Life Safety Code

2010 ADA Standards

Occupancy Class: Assembly (A-3 ) *Single Occupancy A-3 w/Accessory Mechanical Spaces

Gross Building Area - Existing ( No. of Floors - 1 story)

Area of Work: 2,818 sf

Florida Building Code - Existing Building Eighth Edition (2023)

Area of Alteration: 2,818 SF

Level of Alteration Scope: Level 3

Chapter 3 - Administration

301.3 Alteration, addition, or change of occupancy. *This project is considered an alteration Level 3 with a Change of Occupancy.

301.3.2 - Work Area Compliance Method *This project will use the work area compliance method.

Chapter 6 - Classification of Work

604 Alteration Level 3

604.1 Scope *This project is considered a Level 3 Alteration - as the work area exceeds 50% of the building area

605 Change of Occupancy *This project is a change of occupancy and will comply with Ch 10 of the FBC-EB

605.1 Scope

Chapter 7 - Alterations - Level 1

703.1 General

Alterations shall be done in a manner that maintains the level of fire protection provided.

Chapter 8 - Alterations - Level 2

804.2.2 Automatic Sprinkler Requirement Not Required per FBC-B No Sprinkler System Provided * Building is within allowable height and area without sprinkler system.

[BS]807.4 Existing structural elements carrying gravity loads.

Alterations shall not reduce the capacity of existing gravity load-carrying structural elements unless it is demonstrated that the elements have the capacity to carry the applicable design gravity loads required by the Florida Building Code, Building . Existing structural elements supporting any additional gravity loads as a result of the alterations , including the effects of snow drift, shall comply with the Florida Building Code, Building .

* Alterations will not reduce structural capacity of the building.

Chapter 9 - Alteration - Level 3

904.2 Fire alarm and detection systems.

Fire alarm and detection shall be provided in accordance with Section 907 of the Florida Building Code, Building as required for new construction.

Fire Alarm System Req'd Fire Alarm System Provided * Fire alarm will be provided per 907 of the FBC - B.

[BS]907.3 Existing structural elements carrying gravity loads

Existing structural elements carrying gravity loads shall comply with Section 807.4.

Chapter 10 - Change of Occupancy

1012.6.2 Exterior wall rating for change of occupancy classification to an equal or lesser hazard category.

When a change of occupancy classification is made to an equal or lesser hazard category as shown in Table 1012.6, existing exterior walls, including openings, shall be accepted.

Existing Conditions Accepted NA * Change in Occupancy from M - (Ashmore Store) to A-3 reduces the hazard category from 3 to 2 per Table 1012.6.

Accessible Means of Egress - A continuous and unobstructed way of egress travel from any accessible point in a building or facility to a public way

REQ'D YES

FLORIDA BUILDING CODE - BUILDING Eighth Edition (2023)

Construction Type: Type V-B Non-Sprinklered

Table 504.3 - Allowable Building Height

Allowable Building Height (above grade plane): Type V-B Construction Type - Occupancy Classification A-3 - Non-Sprinklered 40' 15'

Table 504.4 - No. of Stories Allowed Above Grade Plane

Allowable Building Height (above grade plane): Type V-B Construction Type - Occupancy Classification A-3 - Non-Sprinklered 1 1

Table 506.2 - Building Area Allowed Per Floor

Allowable Building Height (above grade plane): Type V-B Construction Type - Occupancy Classification A-3 - Non-Sprinklered 6,000 sf 2,813 sf

Table 601 - Fire-Resistance Rating Requirements For Building Elements

Type V-B Construction Type - Occupancy Classification A-3 - Non-Sprinklered

Structural Frame 0 HR 0 HR * Not applicable.

Bearing Walls - Exterior 2 HR 2HR * 3-wythe exterior walls are approx. 12" thick. Per FBC-B 722.4.1(1) 6" = 4Hrs

Bearing Walls - Interior 0 HR 0 HR

Non-Bearing Walls - Exterior (from Table 705.5) 2 HR 2HR * 3-wythe exterior walls are approx. 12" thick. Per FBC-B 722.4.1(1) 6" = 4Hrs

Non-Bearing Walls - Interior 0 HR 0 HR

Floor 0 HR 0 HR

Roof 0 HR 0 HR

Table 705.5 - Fire-Resistance Rating Requirements For Exterior Walls

Fire Resistance Separation Distance "X" < 5' 2 NA * At south and west party conditions.

Fire Resistance Separation Distance "X" > 30' 0 hr 0 hr

705.5 Fire-resistance ratings.

Exterior walls shall be fire-resistance rated in accordance with Table 601 based on the type of construction and Table 705.5 based on the fire separation distance. The required fire-resistance rating of exterior walls with a fire separation distance of greater than 10 feet (3048

mm) shall be rated for exposure to fire from the inside. The required fire-resistance rating of exterior walls with a fire separation distance of less than or equal to 10 feet (3048 mm) shall be rated for exposure to fire from both sides.

705.6 Structural Integrity

Exterior walls shall extend to the height required by Section 705.11. Interior structural elements that brace the exterior wall but that are not located within the plane of the exterior wall shall have the minimum fire-resistance rating required in Table 601 for that structural element. Structural elements that brace the exterior wall but are located outside of the exterior wall or within the plane of the exterior wall shall have the minimum fire-resistance rating required in Tables 601 and 705.5 for the exterior wall.

705.11 Parapets

Parapets shall be provided on exterior walls of buildings. Req'd NA

706 Fire Walls

706.1 General. Each portion of a building separated by one or more fire walls that comply with the provisions of this section shall be considered a separate building. The extent and location of such fire walls shall provide a complete separation. Where a fire wall separates occupancies that are required to be separated by a fire barrier wall, the most restrictive requirements of each separation shall apply

NA NA

706.1 Party Walls

706.1.1 - Any wall located on a lot line between adjacent buildings, which is used or adapted for joint service between the two buildings, shall be constructed as a fire wall in accordance with Section 706. Party walls shall be constructed without openings and shall create separate buildings.

NA NA

*The existing eastern wall of 505 Brevard St. is a shared party wall with the adjacent 501 Brevard St Property. This condition is accepted per FBC- EB 1012.6.2.

706.2 Structural stability.

Fire walls shall be designed and constructed to allow collapse of the structure on either side without collapse of the wall under fire conditions. Fire walls designed and constructed in accordance with NFPA 221 shall be deemed to comply with this section.

NA NA

*The existing eastern wall of 505 Brevard St. is a shared party wall with the adjacent 501 Brevard St Property. This condition is accepted per FBC- EB 1012.6.2.

706.4 Fire-resistance rating.

Fire walls shall have a fire-resistance rating of not less than that required by Table 706.4. NA NA *The existing eastern wall of 505 Brevard St. is a shared party wall with the adjacent 501 Brevard St Property. This condition is accepted per FBC- EB 1012.6.2.

Table 803.11

Classification of Finishes: Interior exit stairways and ramps and exit passageways - Group A-3 A A

Classification of Finishes: Corridors and enclosure for exit access stairways and ramps - Group A-3 A A

Classification of Finishes: Rooms and enclosed spaces - Group A-3 C C

903.2.1.3 - Group A-3

Assembly NOT REQ'D NA *Fire area under 12,000 sf, Occupant load under 300, fire area is located on level of exit discharge.

906 - Portable Fire Extinguishers

A-3 Max Travel - 75' Max Travel - 75' 2-A:10-B:C Extinguisher Min.

1003.2 - Ceiling Height for Means of Egress 7'-6" Min. >7'-6"

OCCUPANT LOAD CALCULATIONS :

Table 1004.5 - Maximum Floor Area Allowances Per Occupant *Does not include corridor, stairs, mechanical, unoccupied spaces, etc.

Mechanical 300 gross (110 gsf) 2

Assembly: Exhibit Gallery and Museum 30 net (2,679 nsf) 90

Total Project Occupants 92

Table 1005.3.2 - Means of Egress Sizing

Means of egress capacity factor (A-3 Non-Sprinklered) 0.2 inch/occupant *See LS Plans for capacity per egress provided.

Table 1006.2.1 Spaces with One Exit or Exit Access Doorway

Maximum Occupant Load of Space w/ One Exit or Exit Access Doorway - Group A-3 Non-Sprinklered 49 92 > 49 *Second means of egress Provided

Maximum Common Path of Egress Travel - Group A-3 75' < 75' *See LS Plans.

Table 1006.2.1 Spaces with One Exit or Exit Access Doorway

Number exits required - 2 2

1010.1.1 Exit Access Size of Doors

32" Min. 32" *See LS Plans.

Table 1017.2 Exit Access Travel Distance

Maximum Travel Distance - Group A-3 Not Sprinklered 200' < 200'

Table 1020.3 Minimum Corridor Width

Minimum Corridor Aisle Width (where occupancy less than 50) 36" "x" < 36" *See LS Plans.

1020.4 Corridor Dead Ends

Length Where More Than One Exit or Exit Access Doorway Required and Building "X" < 20'-0" <20'-0" *See LS Plans.

Complies with 807.4

3/16" = 1'-0"1 Life Safety Plan

. T

, I

ILE

S, A

K, P A.

, R

Y W

B E

A S

O N

L N

Sheet No.:

D1.1

C on su lta nt

Description:

Demolition Site Plan

Jo b

Ti tle

. B re va rd

S tre et R en ov at io n Pr oj ec t #

Ph as e:

C on st ru ct io n D oc um en ts

C lie nt

C ity o f T al la ha ss ee Ta lla ha ss ee

, F lo rid a

Se al

Z :\2

B lu ep rin t C

O T

C on tin ui ng S er vi ce s\

B re va rd S tr ee t\M od el \2

.6 B re va rd S tr ee t.p ln

P M

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850,942.1718 www.think3d.net

/23 /20

0% C

A sh m or e St or e)

/ M

P C.

/12 /20

/ M P

/30

/20

/ M

D1.4

1D1 .4

D1.4

D1.5

11" ELM TO BE REMOVED

EXISTING LAMP POST

EXISTING ELECTRICAL POST

EXISTING TRAFFIC LIGHT POST

B EXISTING SHARED

(3) WITHE BRICK

PARTY WALL

EXISTING LAMP POST

TO REMAIN

EXISTING 42" ELM

TO REMAIN

EXISTING HEDGES TO BE REMOVED

EXISTING DETECTABLE

PAVERS

GRADING TO COORDINATE/ COVER

HELICAL PIER FOUNDATION SUPPORT.

COORDINATE W/ STRUCTURAL & CIVIL

CONCRETE TO BE DEMOLISHED

AT WATER CONNECTION

OLD BAINBRIDGE RD

1-STORY BRICK BUILDING

1 B

EXIST. BLDG.

NOT IN SCOPE

EXISTING PAINTED

CROSSWALK

EXISTING PAINTED

CROSSWALK

PROPERTY LINE

SEE ROOF PLAN

FOR ROOF

SCOPE

SEE ROOF PLAN

FOR ROOF

SCOPE

D1.5

EXISTING (2) ADDITIONS

TO BE FULLY REMOVED

5 B

7 B

9 B

1 STORY CMU BUILDING

1. THE CONTRACTOR SHALL EXAMINE THE SITE AND EXISTING CONDITIONS AND

BECOME FAMILIAR WITH ALL CONDITIONS WHICH MAY AFFECT THE WORK, PRIOR

TO STARTING.

2. OWNER SHALL REMOVE ALL LOOSE FURNISHINGS PRIOR TO THE START OF

WORK, TYP.

3. CONTRACTOR TO PROVIDE FOR AND ABIDE BY ALL APPLICABLE FEDERAL, STATE,

AND LOCAL HAZARDOUS MATERIAL ABATEMENT PROCEDURES AND PROTOCOLS,

INCLUDING NOTIFICATIONS OF WORK, PROTECTION OF OWNER PROPERTY AND

PROTECTION OF PUBLIC HEALTH AS REQUIRED BY THESE AUTHORITIES. REFER

TO THE PRE-DEMOLITION/RENOVATION ASBESTOS INSPECTION REPORT, DATED

SEPTEMBER 06, 2023 FOR THE EXTENT OF IDENTIFIED HAZARDOUS MATERIAL,

AND AS NOTED HEREIN.

4. CONTRACTOR SHALL REVIEW AND COORDINATE ALL DEMOLITION ACTIVITIES

WITH ASBESTOS REPORT AND REQUIRED FEDERAL, STATE, AND LOCAL

ABATEMENT REGULATIONS.

5. PROVIDE BARRIERS AND PROTECTIVE MATERIAL TO MINIMIZE DAMAGES/

DISTURBANCES TO EXISTING ADJACENT MATERIALS AND PUBLIC SPACE.

6. ANY DAMAGE TO EXISTING CONSTRUCTION, NOT SCHEDULED FOR REMOVAL,

SHALL BE REPAIRED AT NO EXPENSE TO THE OWNER, TYP.

7. SALVAGE MATERIALS, AND ITEMS INDICATED ON THE DRAWINGS AND TURN THEM

OVER TO THE OWNER WITH A SIGNED RECEIPT.

8. UTILITY INTERRUPTIONS SHALL BE SCHEDULED IN ADVANCE AND THE OWNER

NOTIFIED.

9. NOT USED.

10. CONTRACTOR SHALL PATCH AND REPAIR ALL WALLS, WITH IN-KIND MATERIAL

AND QUALITY, THAT ARE IMPACTED BY MECHANICAL AND/OR ELECTRICAL

CONDUIT, PIPING, AND ALL OTHER MISC DEVICE REMOVAL.

11. CONTRACTOR TO MAINTAIN WEATHER-TIGHT CONDITIONS TO PROTECT

STRUCTURE FROM FURTHER DAMAGE.THE CONTRACTOR SHALL PROVIDE

TEMPORARY WEATHER AND SECURITY ENCLOSURES THROUGHOUT DEMOLITION

AND CONSTRUCTION AND SHALL MAINTAIN A SECURE SITE UNTIL SUBSTANTIAL

COMPLETION HAS BEEN ACHIEVED.

12. SYSTEMS DEMOLITION: COMPLETELY AND ENTIRELY REMOVE THE EXISTING

HVAC SYSTEM(S) (INCLUDING ALL IN-BUILDING EQUIPMENT, ROOFTOP

EQUIPMENT, DUCTWORK, HANGERS, AND DISTRIBUTION FIXTURES), PLUMBING

SYSTEM (SANITARY, SUPPLY, ALL FIXTURES, PIPING, WATER HEATERS, HANGERS

TO THE GREATEST EXTENT PRACTICABLE), STORM DRAINAGE SYSTEM (FROM

ROOF TO CITY STORMWATER CONNECTIONS), ELECTRICAL SYSTEM (REMOVE ALL

EXISTING OVERHEAD SERVICE, RISER, WEATHER HEAD, AND METERS (RETURN

METERING EQUIPMENT TOTHE UTILITY), AND REMOVE ALL INTERIOR AND

EXTERIOR ELECTRICAL SYSTEMS OF THE FIRST FLOOR AND ROOF TOP OF THE

BUILDING INCLUDING ALL PLANELS, LIGHTING FIXTURES, DEVICES, SWICHES/

RECEPTICLES, WIRE AND CONDUIT.

13. EXISTING CONDITIONS ARE SHOWN TO THE GREATEST EXTENT POSSIBLE; THE

CONTRACTOR SHALL VERIFY AND ACCOUNT FOR UNFORESEEN DEMOLITION

WORK ASSOCIATED WITH THESE SYSTEMS DURING BIDDING AND NOTIFY THE

ARCHITECT.

14. CAP ABANDONED PLUMBING AND STORM LINES AS REQUIRED. TEMPORARILY CAP

PLUMBING AND STORM LINES IDENTIFIED FOR REUSE FOR CONSTRUCTION

PHASE TIE-INS.

15. REMOVE ALL APPLIED FLOOR FINISHES TO THE ORIGINAL WOOD OR CONCRETE

FLOOR. AT AREAS DESIGNATED HARZAROUS PER THE ABATEMENT REPORT,

PREPARE AREAS PER ABATEMENT REQUIREMENTS IN PREPARATION FOR RE-

FINISHING OR RE-FLOORING PER DRAWINGS.

A REMOVE EXISTING BRICK INFILL, DOORS AND WINDOWS IN THEIR

ENTIRETY. PREPARE OPENINGS FOR NEW STOREFRONT INSTALL.

PROVIDE SHORING AS REQUIRED.

B EXISTING CANOPIES TO BE REMOVED, TYP.

C REMOVE EXISTING DOOR, DOOR FRAME AND ALL ASSOCIATED DOOR

HARDWARE. TAKE CARE TO NOT DAMAGE ADJACENT SURFACES.

PREPARE OPENING FOR NEW DOOR INSTALL WHERE INDICATED ON

RENOVATION PLANS.

D REMOVE EXISTING WOOD WINDOW, WINDOW FRAME, AND ASSOCIATED

HARDWARE. EXISTING BRICK MASONRY SILL TO REMAIN. PREPARE

OPENING FOR NEW FRAME AND WINDOW INSTALLATION.

E REMOVE PORTION OF EXISTING MASONRY WALL TO EXTENTS SHOWN

ON DEMOLITION. PROVIDE SHORING AS REQURED.

F REMOVE MASONRY INFILL AND PREPARE OPENING FOR NEW WINDOW/

DOOR INSTALL.

G REMOVE EXISTING INFILL AT ARCHED OPNENINGS.

H REMOVE ALL GYP. BOARD AND FURRING BUILD-OUT(S) BACK TO

EXISITNG BRICK OR PLASTER SURFACES.

J REMOVE BUILT-IN CONSTRUCTION.

K REMOVE PLUMBING FIXTURE(S). COORDINATE CAPPING OF UTILITIES

W/ PLUMBING DRAWINGS.

L REMOVE EXISTING ELECTRICAL PANEL(S). COORDINATE CAPPING OF

ELECTRICAL UTILITIES WITH ELECTRICAL DRAWINGS.

M REMOVE ALL HVAC, ELECTRICAL, OR PLUMBING ITEM(S) - COORDINATE

CAPPING OF UTILITIES W/ PLUMBING DRAWINGS.

N REMOVE ALL CEILING-MOUNTED ELECTRICAL/LIGHTING FIXTURES

THROUGHOUT.

O REMOVE PORTION OF SLAB AND PROVIDE TRENCHING FOR NEW

PLUMBING - SEE PLUMBING DRAWINGS

P PROTECT EXISTING CEILING TO REMAIN. STRIP AND PREP FOR NEW

FINISH.

Q REMOVE EXISTING FLOORING TO SLAB. COORDINATE FLOORING

REMOVAL WITH THE ABATEMENT CONTRACTOR.

R REMOVE EXISTING ROOFING MATERIAL, AND ALL EXISTING FLASHINGS.

PROTECT ROOF SHEATHING AND WOOD-FRAMED TRUSSES TO

REMAIN. ROOF SHEATHING TO REMAIN AND SHALL BE REPAIRED,

REPLACED, AND REATTACHED PER STRUCTURAL. COORDINATE

ROOFING REMOVAL WITH THE ABATEMENT CONTRACTOR.

S EXISTING CUPOLA TO BE FULLY REMOVED, INCLUDING SUPPORT

COLUMNS BELOW, AND ROOFING PATCHED. SEE STRUCTURAL.

T REMOVE EXISTING COPING(S) AND BLOCKING.

U REMOVE EXISTING PORTIONS OF CEILING ABOVE.

'X' REPRESENTS NOTE ON PLANS

ALTERNATE #1

REMOVE ENTIRE EXISTING PLANK CEILING. PREPARE FOR NEW 6"

TONGUE & GROOVE CEILING INSTILLATION.

CONSTRUCTION TO BE REMOVED

EXISTING PARTITION TO REMAIN

EXISTING CONSTRUCTION TO REMAIN

PARTITION TO BE REMOVED

CEILING TO BE REMOVED

CONC SLAB TO BE REMOVED

3/16" = 1'-0"1 Demolition Site Plan

GENERAL DEMOLITION NOTESDEMOLITION NOTES

Demolition Legend

. T

, I

ILE

S, A

K, P A.

, R

Y W

B E

A S

O N

L N

Sheet No.:

D1.2

C on su lta nt

Description:

Demolition Plan

Jo b

Ti tle

. B re va rd

S tre et R en ov at io n Pr oj ec t #

Ph as e:

C on st ru ct io n D oc um en ts

C lie nt

C ity o f T al la ha ss ee Ta lla ha ss ee

, F lo rid a

Se al

Z :\2

B lu ep rin t C

O T

C on tin ui ng S er vi ce s\

B re va rd S tr ee t\M od el \2

.6 B re va rd S tr ee t.p ln

P M

Architects Lewis + Whitlock 206 West Virginia St.

Tallahassee, Florida 32301 850,942.1718 www.think3d.net

/23 /20

0% C

A sh m or e St or e)

/ M

P C.

/12 /20

/ M P

/30

/20

/ M

'-2

'-5 1/

'-7

1/ 2"

16'-0 1/2" 45'-2 1/8"

2'- 0"

2'-4 1/2"

D1.4

1D1 .4

D1.4

D1.5

REMOVE COLUMNS(4)

K K K

EXISTING (2) ADDITIONS TO BE FULLY

REMOVED INCLUDING SLAB & FOOTINGS

CONC. STEPS TO BE REMOVED CONC. STEPS TO BE REMOVED

CUPOLA ABOVE

OPENING IN CEILING

TO CUPOLA ABOVE

M MM

D FD FD D DD

C C

ALIGN NEW OPENINGS W/ EXIST.ALIGN NEW OPENINGS W/ EXIST.

L L

CAP FLOOR DRAIN

H H H

UUJU JU

M Q M Q M Q

ALT #1

ALT #1 ALT #1

60'-6 3/8" VIF

'-0

" V

7'- 9"

'-0

" V

8'- 6"

D1.5

EXISTING FIRE ALARM TO REMAIN AND BE REFINISHED