REVISED_Attachment_C_-_Drawings.pdf

PDF 24 MB Posted Apr 10, 2026

Attached to: BCGC – North Building Exterior Restoration
Solicitation number: B-2-26-25
Issued by: Brevard County, Florida

About this file

Written by GovTribe AI · Aug 10, 2026

This revised architectural drawing set documents the exterior restoration project for the Brevard County Government Complex North Building, a six-story, 81,194 square-foot government facility located at 400 South Street, Titusville, Florida 32780. The project scope encompasses comprehensive restoration of all exterior wall and roof components exposed to weather, including curtain wall window wet sealing with structural silicone sealant replacement, precast concrete panel sealant restoration with double bead application and penetrating sealer, stucco wall crack repair and repainting, metal panel rust treatment and refinishing, hollow metal door restoration with stainless steel rain diverters, aluminum louver resealing, roof interface flashing and coping restoration, exterior soffit and ceiling repainting, column restoration, building signage removal and reinstallation, and expansion joint replacement. The base bid includes resecuring 25 unsecured curtain wall mullion covers and 50 linear feet of stucco crack repair, with six optional scope elements available for separate pricing: door assembly restoration, louver resealing, roofing interface sealing, soffit and ceiling refinishing, column restoration, and expansion joint replacement. The architectural drawings, prepared by Jay Ammon Architect, Inc. and dated September 24, 2025 with Addendum 1 dated April 3, 2026, include overall site plan, roof plan, north/south/east/west elevations, window details, wall sections, and exterior detail sheets. The pre-bid walk-through is scheduled for March 17, 2026, at 11:00 AM, with a questions deadline of March 27, 2026, and sealed bids due April 14, 2026, at 10:00 AM. Substantial completion is required within 150 calendar days from Notice to Proceed, with final completion within an additional 30 calendar days; liquidated damages are assessed at $500 per calendar day for delays.

The project requires contractors to demonstrate a minimum of ten years' experience in exterior building envelope restoration for similar-sized governmental facilities and provide three recent project examples with manufacturer pre-approval verification. All work must comply with the 2023 Florida Building Code and achieve UL 790 Class A fire rating, utilizing specified materials including Dowsil silicone sealants, Protectosil penetrating sealer, SOPREMA roof coating systems, and EMSEAL expansion joints. Required warranties include 20-year manufacturer warranties for roof coating with no dollar limit, 10-year warranties for joint sealants and paint systems, and 2-year installer warranties for correct installation and leakproof performance. The building will remain occupied and functional throughout construction; contractors must maintain watertight conditions daily and at shift end during inclement weather, protect all existing construction and landscaping, and return the site to original condition. Contractors must obtain a 5% bid bond with the proposal and, for projects exceeding $200,000, provide 100% public construction bonds and maintain $1,000,000 combined single limit general liability insurance and workers' compensation coverage. Progress payments follow Florida's Local Government Prompt Payment Act with 5% retainage retained until Final Completion. The contractor is responsible for all permits from authorities having jurisdiction except Brevard County, paying the initial $35 Brevard County permit application fee and all other applicable fees, while the County covers remaining Brevard County permit fees. No incumbent contractor is identified, and the specific contract award value is not disclosed in the solicitation documents.

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Other files

File	Type	Posted
Bid_Tabulation__Notice_of_Intent_to_Award_REVISED_3.pdf	PDF	Sep 18, 2026
B22625_3rd_Public_Meeting_Notice_REVISED_2.pdf	PDF	Aug 25, 2026
B22625_3rd_Public_Meeting_Notice_REVISED.pdf	PDF	Aug 17, 2026
B22625_3rd_Public_Meeting_Notice.pdf	PDF	Aug 14, 2026
B22625_2nd_Public_Meeting_Notice.pdf	PDF	Aug 3, 2026
Public_Meeting_Notice.pdf	PDF	Jun 25, 2026
Bid_Tabulation__Notice_of_Intent_to_Award_REVISED_2.pdf	PDF	May 29, 2026
Bid_Tabulation__Notice_of_Intent_to_Award_REVISED.pdf	PDF	May 28, 2026
Bid_Tabulation__Notice_of_Intent_to_Award.pdf	PDF	May 28, 2026
Bid_Tabulation_-_Names_Only.pdf	PDF	Apr 15, 2026
Addendum_1.pdf	PDF	Apr 10, 2026
REVISED_Attachment_B_-_Price_Sheet.xlsx	XLSX spreadsheet	Apr 10, 2026
Attachment_B_-_Price_Sheet.xlsx	XLSX spreadsheet	Mar 2, 2026
Attachment_D_-_Specifications.pdf	PDF	Mar 2, 2026
Attachment_C-_Drawings.pdf	PDF	Mar 2, 2026
INV_&_SPECS_B22625.pdf	PDF	Mar 2, 2026
Attachment_A_-_DRAFT_Contract.pdf	PDF	Mar 2, 2026

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SHEET

NUMBER SHEET TITLE RELEASE

DATE

REVISION

NUMBER

REVISION

DATE

C1.0 COVER SHEET 09/24/2025 0 04/03/2026

A1.3 OVERALL SITE PLAN & AERIAL VIEWS

0 N/AA1.1 SYMBOLS, ABBREVIATIONS & CODE INFORMATION

0A1.2 SCOPE OF WORK & GENERAL NOTES

0 NA

A2.1 UPPER AND LOWER ROOF PLAN 0 04/03/2026

A3.1 0 04/03/2026

09/24/2025

A3.2 SOUTH ELEVATION 0 04/03/202609/24/2025

EXTERIOR DETAILS

NORTH ELEVATION

A3.3 009/24/2025

A3.4 009/24/2025

SHEET

NUMBER SHEET TITLE RELEASE

DATE

REVISION

NUMBER

REVISION

DATE

SCALE: N.T.S.

VICINITY PLANN

TRUE NORTH

BREVARD GOVERNMENT COMPLEX NORTH

400 SOUTH STREET, TITUSVILLE,

FLORIDA 32780

DRAWING INDEX

SEPTEMBER 24, 2025

400 SOUTH STREET,

TITUSVILLE, FLORIDA 32780

PREPARED FOR:

ADDENDUM 1

BREVARD COUNTY

GOVERNMENT COMPLEX NORTH

EXTERIOR RESTORATION PROJECT

A4.1 WINDOW ELEVATION 0 04/03/202609/24/2025

EAST ELEVATION

A5.1

A5.2

09/24/2025

PHOTOGRAPHS

A5.3

009/24/2025WEST ELEVATION

009/24/2025 EXTERIOR DETAILS

PHOTOGRAPHS

BOARD OF COUNTY COMMISSIONERS:

DISTRICT 1 - KATIE DELANEY

DISTRICT 2 - TOM GOODSON (VICE CHAIR)

DISTRICT 3 - KIM ADKINSON

DISTRICT 4 - ROB FELTNER (CHAIR)

DISTRICT 5 - THAD ALTMAN

ARCHITECT'S CODE COMPLIANCE

CERTIFICATION

JAY AMMON ARCHITECT, INC.

CERTIFIES THAT THESE

CONSTRUCTION DOCUMENTS

COMPLY WITH THE FLORIDA

BUILDING CODE - BUILDING,

2023 EDITION - 8TH EDITION

A5.4

009/24/2025 EXTERIOR DETAILSA5.5

A6.1

A6.2

A6.3

A4.2 WALL SECTIONS 0 04/03/202609/24/2025

0 N/A09/24/2025PROJECTED DURATION PLANA7.1

009/24/2025 EXTERIOR DETAILSA5.6

04/03/2026

04/03/2026 04/03/2026

04/03/2026

JAY AMMON ARCHITECT, INC.

126 SOUTH PARK AVE., SUITE A • WINTER PARK, FLORIDA 32789

PHONE: (407) 333-1977 • EMAIL: JAY@JAYAMMON.COM

WWW.JAYAMMON.COM

DATE: PROJECT NO.:

PHASE

NO. DESCRIPTION DATE

REVISION

REV.

NO.

4 4

CONSULTANT:

CLIENT REF.:

DATE

TO THE BEST OF MY KNOWLEDGE, THESE

DRAWINGS COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODE REQUIREMENTS.

JAY AMMON AOR: AR0009798

SEAL: CLIENT: PROJECT: SHEET TITLE:

SHEET NO.:SCALE:

DESCRIPTION

1 2 3 4 5 6

6 6

7 7

1 2 3 4 5 6 7

NORTH BREVARD COUNTY GOVERNMENT COMPLEX

EXTERIOR RESTORATION PROJECT

400 SOUTH STREET, TITUSVILLE, FLORIDA 32780

BREVARD COUNTY PUBLIC WORKS

FACILITIES DEPARTMENT

2725 JUDGE FRAN JAMIESON WAY,

BUILDING A ROOM 207,

VIERA, FLORIDA 32940

CJS BTC JPA

05/24/2025 25-021

BID DOCUMENTS

60% DESIGN DOCUEMENTS 02/18/2025

90% DESIGN DOCUMENTS 03/18/2025

100% FINAL REVIEW DRAWINGS 04/18/2025

BID DOCUMENTS 09/24/2025

ADDENDUM 1 04/03/2026

COVER SHEET

C1.0

ARCHITECTURAL ABBREVIATIONS SYMBOLSMATERIALS LEGEND

CODE INFORMATION

APPLICABLE BUILDING CODES

TYPE I-A

YES - FULLY SPRINKLERED TO REMAIN

CLASSIFICATION: BUSINESS GROUP - B

6 (INCLUDING ROOF LEVEL)

78'-0" TO TOP OF PARAPET AND 91'-10" TO TOP OF (PENTHOUSE LEVEL)

TOTAL AREA - 81,194 SQ. FT.

STATEMENT OF COMPLIANCE

TO THE BEST OF OUR KNOWLEDGE THESE DRAWINGS ARE COMPLETE AND

COMPLY WITH THE FLORIDA BUILDING CODE 2023, AND REFERENCED

STATUTES, CODES, RULES AND REGULATIONS REFERENCED THEREIN.

JAY AMMON ARCHITECT, INC.

126 SOUTH PARK AVE., SUITE A • WINTER PARK, FLORIDA 32789

PHONE: (407) 333-1977 • EMAIL: JAY@JAYAMMON.COM

WWW.JAYAMMON.COM

DATE: PROJECT NO.:

PHASE

NO. DESCRIPTION DATE

REVISION

REV.

NO.

4 4

CONSULTANT:

CLIENT REF.:

DATE

TO THE BEST OF MY KNOWLEDGE, THESE

DRAWINGS COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODE REQUIREMENTS.

JAY AMMON AOR: AR0009798

SEAL: CLIENT: PROJECT: SHEET TITLE:

SHEET NO.:SCALE:

DESCRIPTION

1 2 3 4 5 6

6 6

7 7

1 2 3 4 5 6 7

NORTH BREVARD COUNTY GOVERNMENT COMPLEX

EXTERIOR RESTORATION PROJECT

400 SOUTH STREET, TITUSVILLE, FLORIDA 32780

BREVARD COUNTY PUBLIC WORKS

FACILITIES DEPARTMENT

2725 JUDGE FRAN JAMIESON WAY,

BUILDING A ROOM 207,

VIERA, FLORIDA 32940

CJS BTC JPA

05/24/2025 25-021

BID DOCUMENTS

60% DESIGN DOCUEMENTS 02/18/2025

90% DESIGN DOCUMENTS 03/18/2025

100% FINAL REVIEW DRAWINGS 04/18/2025

BID DOCUMENTS 09/24/2025

ADDENDUM 1 04/03/2026

SYMBOLS, ABBREVIATIONS

AND CODE INFORMATION

A1.1

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LETTER FOR DETAIL

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NUMBER FOR SECTION

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NUMBER

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NUMBERS FOR FLOOR, ENLARGED UNIT FLOOR PLANS & PHOTOS

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EARTH

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CONCRETE MASONRY

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CONCRETE

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COMPRESSIBLE FILLER

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PORTLAND CEMENT

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UNIT

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PORTLAND

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ACOUSTICAL TILE

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MOTOR CONTROL CENTER

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MATERIAL

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MODIFIED BITUMINOUS SHEET ROOFING

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MAINTENANCE

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HOLLOW METAL

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INSIDE DIAMETER

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HORIZONTAL

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HEATING VENTILATING & AIR CONDITIONING

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KITCHEN EQUIPMENT CONTRACTOR

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MAX

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MCC

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MBSR

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MAINT

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KEC

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HORIZ

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INSULATION

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MEMBER

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FINISH SYSTEM

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PLYWOOD

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WOOD BLOCKING

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CONTINUOUS WOOD

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FINISHED WOOD MEMBER

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EXTERIOR INSULATION &

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GLASS

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GYPSUM BOARD

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RIGID INSULATION

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METAL

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WATER RESISTANT

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WORK POINT

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WALL COVERING OR WATER CLOSET

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WOOD

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VINYL COMPOSITION TILE

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UPHOLSTERY

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TOP OF PARAPET

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TOP OF WALL

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UNLESS NOTED OTHERWISE

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TOP OF STEEL

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WITH

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WIDE

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WITHOUT

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VERT

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UNO

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TOP

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VERTICAL

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TYPICAL

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CARPET

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CPT

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EXPOSED

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EXP

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GLASS FIBER REINFORCED CONCRETE

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FLOOR DRAIN

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FINISH FLOOR

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FIRE HOSE CABINET

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FACE OF CONCRETE

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FACE OF MASONRY

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FACE OF STUD

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FIBERGLASS REINFORCED PLASTIC

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GALVANIZED

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GLASS FIBER REINFORCED GYPSUM

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FOS

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GFRG

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GALV

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GFRC

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FRP

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GAUGE

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HIGH

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FEET

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FOF

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FOC

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FOM

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FIN

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FLR

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FHC

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FBR

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EXT

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FINISH

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FLOOR

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EXTERIOR

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FABRIC

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DISTRESSED WOOD PROCESS

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CERAMIC TILE

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DOWN SPOUT

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ELECTRICAL DRINKING FOUNTAIN

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DIAGONAL

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EXTERIOR INSULATION & FINISH SYSTEM

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EXPANSION JOINT

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ELECTRICAL

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EQUIPMENT

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ELECTRONIC EQUIPMENT ROOM

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EER

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ELEC

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EQUIP

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EIFS

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EDF

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EQUAL

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EXISTING

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EACH

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DMP

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DWP

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DIAG

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DET

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DIA

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DBL

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DOWN

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DEPTH

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DOUBLE

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ALUMINUM

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CONCRETE MASONRY UNIT

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ABOVE FINISHED FLOOR

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AIR CONDITIONING

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CONTROL JOINT

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CONCRETE

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CONTINUOUS

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CLG

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COL

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CONC

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CONT

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CMU

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CLR

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BLDG

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CEILING

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CLEAR

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COLUMN

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BUILDING

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ALUM

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AFF

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ACT

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OWNER FURNISHED ITEM

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OFI

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REF

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REFERENCE

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SANITARY SHEET PLASTIC

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TOP OF MASONRY

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SURFACED FOUR SIDES

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SPECIAL FINISH

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RESILIENT FLOOR

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ROUGH OPENING

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SOLID CORE

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STAINLESS STEEL

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STANDARD

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SUSPENDED

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TONGUE AND GROOVE

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TELEPHONE

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SQUARE

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TOM

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TOC

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TEL

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STD

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ROOM

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RESILIENT BASE STRAIGHT

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REFLECTED CEILING PLAN

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POINT OF SALE

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OWNER FURNISHED CONTRACTOR INSTALLED

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OWNER FURNISHED OWNER INSTALLED

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POINT OF CONNECTION

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PREPARATION

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RADIUS

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POS

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PLYWD

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PLAM

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OFOI

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OFCI

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OPP

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PLYWOOD

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PAINT

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PAIR

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PLATE

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OPPOSITE

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OPERATOR CONTROL PANEL

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OPERATOR CONTROL CONSOLE

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MANUFACTURER

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MECHANICAL

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MEZZANINE

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MOISTURE RESISTANT TREATMENT

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NOT RATED

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NOT IN CONTRACT

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ON CENTER

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MRT

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MIN

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MECH

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CEMENT PLASTER

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STONE

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MET

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BRICK FACE

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ARF

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BOARD

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BOTTOM

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CFOI

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FOUNDATION

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FFE

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GYP BD

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HEIGHT

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HVAC

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INT

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INTERIOR

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JOINT

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LAV

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PROJ

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PSF

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REINFORCED CONCRETE

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ROUGH SAWN

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STEEL

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STL

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STRUCTURAL

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STRUCT

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VIF

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VERIFY IN FIELD

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WOOD BASE

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APPROX

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AIR HANDLING UNIT

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AHU

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CLEAN OUT

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DEAD LOAD

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FMG

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FACTORY MUTUAL GLOBAL

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FIRE RETARDANT TREATED

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NATIONAL ROOFING CONTRACTORS ASSOCIATION

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NRCA

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GAL

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LOW POINT

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UNDERWRITERS LABORATORIES INC.

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DENS DECK SHEATHING

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2023 FLORIDA BUILDING CODE - BUILDING

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BUILDING :

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FUEL GAS :

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2023 FLORIDA BUILDING CODE - ACCESSIBILITY

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ACCESSIBILITY :

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2023 FLORIDA BUILDING CODE - ENERGY CONSERVATION

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ENERGY :

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FLORIDA FIRE PREVENTION CODE (2023)

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FIRE :

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CONSTRUCTION TYPE: TYPE I-A

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FIRE SPRINKLERS: YES - FULLY SPRINKLERED TO REMAIN

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OCCUPANCY: CLASSIFICATION: BUSINESS GROUP - B

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STORIES: 6 (INCLUDING ROOF LEVEL)

AutoCAD SHX Text BUILDING HEIGHT: 78'-0" TO TOP OF PARAPET AND 91'-10" TO TOP OF (PENTHOUSE LEVEL)

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PROJECT AREA: TOTAL AREA - 81,194 SQ. FT.

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DETAIL/WALL SECTION CROSS REFERENCE

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GENERAL NOTES:

A. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD. THIS SHALL

INCLUDE VERIFYING THE EXACT LOCATIONS, DIMENSIONS AND QUANTITIES OF ALL WALL

MOUNTED EQUIPMENT AND PENETRATIONS WHICH INCLUDES, BUT IS NOT LIMITED TO

VENT PIPES, DRAINS, ELECTRICAL JUNCTION BOXES, CURBS, FLASHING AND ALL OTHERS

PENETRATIONS AND WORK ASSOCIATED WITH THIS EXTERIOR FACADE RESTORATION

PROJECT. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT, IN WRITING, OF ALL EXISTING

CONDITIONS WHICH ARE IN VARIANCE WITH THE CONDITIONS DOCUMENTED HEREIN.

B. THE BUILDING MAY BE FULLY OR PARTIALLY OCCUPIED; CONTRACTOR IS SOLELY

RESPONSIBLE FOR ALL MEANS AND METHODS OF CONSTRUCTION AND FOR THE SAFETY

OF ALL PERSONS AT THE PROJECT SITE.

C. CONTRACTOR SHALL PROTECT ALL EXISTING CONSTRUCTION TO REMAIN, INCLUDING

ADJACENT ROOFS, WALLS, GROUNDS, EXTERIOR SURFACES AND THE INTERIOR OF THE

BUILDING. THIS SHALL INCLUDE, BUT IS NOT LIMITED TO PAINT, WATER, DUST, DEBRIS AND

PHYSICAL DAMAGE. ALL SURFACES SHALL BE RESTORED TO THEIR PRE-DAMAGE

CONDITION BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER AND TO THE

SATISFACTION OF THE OWNER AND ARCHITECT.

D. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH ALL CODES AND

AUTHORITIES HAVING JURISDICTION OVER THIS PROJECT.

E. ALL DETAILS INDICATE MINIMUM INSTALLATION REQUIREMENTS. IF THE

MANUFACTURER'S STANDARDS DETAILS ARE MORE STRINGENT, IN THE OPINION OF THE

ARCHITECT, THEY SHALL GOVERN. IF THE DETAILS SHOWN ARE MORE STRINGENT THAN

THE MANUFACTURER'S STANDARD DETAILS, IN THE OPINION OF THE ARCHITECT, THE

DETAILS SHOWN SHALL GOVERN, REGARDLESS OF THE MANUFACTURER'S WILLINGNESS

TO WARRANT / GUARANTY THE LESSER DETAIL. BY SUBMITTING A BID FOR THIS PROJECT,

IT IS UNDERSTOOD THAT THE CONTRACTOR AND MANUFACTURER AGREE TO WARRANT /

GUARANTY THE DETAILS SHOWN. THE ARCHITECT MAY, BUT IS NOT OBLIGATED TO,

ACCEPT ANY PROPOSED CHANGES TO THE DETAILS SHOWN.

F. THE CONTRACTOR IS TO PROVIDE ALL LABOR AND MATERIAL FOR A COMPLETE AND

WATERTIGHT JOB WHICH IS FULLY WARRANTED / GUARANTEED BY THE MANUFACTURER

AS PROVIDED FOR IN THE CONTRACT DOCUMENTS. ANY DETAILS OR WORK REQUIRED FOR

A COMPLETE JOB, BUT NOT SHOWN OR SPECIFIED BY THE CONTRACT DOCUMENTS,

SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS

AND REQUIREMENTS AT NO ADDITIONAL COST TO THE OWNER. ANY ADDITIONAL LABOR

AND MATERIAL REQUIRED TO MEET MANUFACTURER'S WARRANTY / GUARANTY

REQUIREMENTS, BUT NOT INDICATED BY THE CONTRACT DOCUMENTS, SHALL BE

PROVIDED AT NO ADDITIONAL COST TO THE OWNER.

G. ALL REFINISHING REQUIREMENTS, SHALL INCLUDE THE FOLLOWING:

REMOVE ALL RUST FROM METAL SURFACES AND APPLY COAT OF RUST INHIBITOR.

REPLACE ALL METAL COMPONENTS WHICH ARE CORRODED THROUGH THE METAL.

PRESSURE CLEAN ALL EXPOSED SURFACES. SECURE ALL LOOSE COMPONENTS WITH

STAINLESS STEEL FASTENERS WHICH EXTEND INTO SOLID SUBSTRATE BELOW OR BEHIND

COMPONENT BEING SECURED. CONCEAL FASTENER HEADS WITH MATERIAL WHICH

MATCHES ADJACENT SURFACES. REPAINT ALL EXPOSED SURFACES TO MATCH EXISTING

FINISHES.

H. LAYDOWN/STORAGE AREA IS LIMITED AND SHALL BE AS APPROVED BY THE OWNER.

I. PRIOR TO PERFORMING WORK, CONTRACTOR SHALL INSPECT WORK SITE AND EXISTING

CONSTRUCTION FOR POTENTIAL SAFETY HAZARDS. PROVIDE FOR THE SAFETY AND

PROTECTION OF WORKERS AND OCCUPANTS THROUGHOUT COURSE OF WORK. COMPLY

WITH OSHA REQUIREMENTS.

J. BUILDING ACCESS IS RESTRICTED AND ALLOWED ONLY AS REQUIRED TO ACCOMPLISH

CONTRACT WORK. COORDINATE ANY REQUIRED ACCESS WITH THE OWNER.

K. SITE SHALL BE CLEANED AND SECURED ON A DAILY BASIS AND "SHOW READY" AT THE

END OF EACH WORK SHIFT.

L. ALL COMPONENTS AND ASSEMBLIES SHALL MEET OR EXCEED UL 790 STANDARDS FOR

A CLASS A FIRE RATING.

M. THE FINISH OF ALL NEW COMPONENTS OR REPAIRED COMPONENTS SHALL MATCH

ALL CHARACTERISTICS OF THE EXISTING COMPONENTS INCLUDING TEXTURE AND ALL

OTHER QUALITIES.

N. PATCH ALL FINISHES AFFECTED BY THE WORK OF THIS PROJECT AS REQUIRED TO

MATCH ALL CHARACTERISTICS OF EXISTING UNDAMAGED FINISHES.

BUILDING PROTECTION NOTES:

A. THE BUILDING WILL REMAIN FUNCTIONAL THROUGHOUT THE CONSTRUCTION PERIOD.

CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO CONTENTS AND

OCCUPANTS.

B. THE BUILDING SHALL BE WATERTIGHT AT THE END OF EACH DAYS CONSTRUCTION

AND WHEN INCLEMENT WEATHER THREATENS.

C. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO PROTECT THE

BUILDING, EXTERIOR AND GROUNDS, INCLUDING GRASS, PLANTS, TREES, SHRUBS, OTHER

LANDSCAPING, AND ALL PROMENADE CONCRETE WITHIN THE PROJECT BOUNDARIES.

D. ANY SURFACES STAINED, MARKED, MARRED, OR DAMAGED BY THE CONTRACTOR

SHALL BE RETURNED TO ORIGINAL CONDITION AND TO MATCH ADJACENT SURFACES.

E. THE CONTRACTOR SHALL RETURN THE SITE AND ANY DAMAGED ITEMS OF THE SITE OR

FACILITY TO THEIR ORIGINAL CONDITION.

F. THE SEQUENCE OF WORK SHALL MINIMIZE CONSTRUCTION TRAFFIC ON THE NEW

WORK.

EXTERIOR RESTORATION NOTES:

A. FOR PURPOSES OF THIS PROJECT, REMOVE SHALL MEAN REMOVE AND DISPOSE OF IN

AN APPROVED AND LEGAL MANNER.

B. CONTRACTOR SHALL VERIFY THE TOTAL NUMBER OF DETAIL CONDITIONS IN THE FIELD

AND PERFORM NEW WORK IN ACCORDANCE WITH THE DETAIL REFERENCED OR THOSE

WHICH ARE SIMILAR. CONTRACTOR SHALL VERIFY ALL CONDITIONS IN THE FIELD.

C. GENERAL DEMOLITION SCOPE: REMOVE ALL DESIGNATED DETERIORATED WALL

COMPONENTS REQUIRED FOR THE EXTERIOR RESTORATION PROJECT.

D. PROVIDE AND INSTALL TEMPORARY ROOFING, NIGHT SEALS, AND FLASHING AS

REQUIRED TO PROTECT EXISTING BUILDING INTERIOR FROM DAMAGE.

E. CONTRACTOR SHALL REMOVE ALL DEBRIS FROM CONSTRUCTION SITE AND DISPOSE

OF IN A LEGAL MANNER.

F. DAMAGED OR DETERIORATED SUBSTRATE UNCOVERED DURING DEMOLITION SHALL

BE DOCUMENTED BY THE CONTRACTOR, REPORTED TO THE OWNER IN WRITING.

G. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL EXISTING ROOF AND WALL

MATERIALS AND METHODS OF INSTALLATION BEFORE THE START OF WORK. ANY

DISCREPANCIES BETWEEN THE INFORMATION PROVIDED BY THE CONTRACT DOCUMENTS

AND CONDITIONS ENCOUNTERED BY THE CONTRACTOR BEFORE THE START OF WORK

SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER. THE CONTRACTOR

SHALL NOT BE ENTITLED TO COMPENSATION FOR ANY ADDITIONAL LABOR OR MATERIALS

DUE TO DIFFERING EXISTING CONDITIONS WHICH ARE NOT BROUGHT TO THE ATTENTION

OF THE OWNER PRIOR TO THE START OF WORK.

H. THE CONTRACTOR SHALL REMOVE ALL EXISTING EXTERIOR CONDUIT, PIPING, LIGHTING

FIXTURES, LIGHTNING PROTECTION SYSTEMS, FACADE PENETRATION AND ANY OTHER

ITEMS WHICH INTERFERE WITH THE EXTERIOR FACADE RESTORATION AND RELATED

WORK. ALL SUCH EQUIPMENT AND ITEMS SHALL BE TEMPORARILY RE-ROUTED AS

NECESSARY IF IT IS REQUIRED TO STAY IN SERVICE. ANY ITEMS NOT REQUIRED TO STAY IN

SERVICE SHALL BE PROPERLY STORED BY THE CONTRACTOR AND REINSTALLED AT THE

COMPLETION OF THE WORK. ALL WORK SHALL BE PERFORMED BY QUALIFIED, LICENSED

CRAFTSMAN IN ACCORDANCE WITH ALL APPLICABLE BUILDING CODES AT NO ADDITIONAL

COST TO THE OWNER. ANY EXISTING WORK WHICH DOES NOT CONFORM TO APPLICABLE

CURRENT CODES SHALL BE REPORTED TO THE OWNER IN WRITING PRIOR TO THE

REMOVAL. INSTALL NEW OR EXISTING LIGHTNING PROTECTION COMPONENTS BY

QUALIFIED, LICENSED LIGHTNING PROTECTION INSTALLER WITH MINIMUM 5 YEARS

EXPERIENCE IN THE INSTALLATION OF LIGHTNING PROTECTION SYSTEMS IN ACCORDANCE

WITH NFPA-780 AND ALL APPLICABLE BUILDING CODES.

I. ALL EXISTING OVERFLOW SCUPPERS AND DRAIN LINES SHALL BE CHECKED BY THE

CONTRACTOR PRIOR TO THE START OF WORK. ANY DRAIN LINES FOUND TO BE CLOGGED

OR RESTRICTED SHALL BE REPORTED TO THE OWNER IN WRITING BEFORE PROCEEDING

WITH THE WORK. ANY DRAIN LINES FOUND TO BE CLOGGED OR RESTRICTED AFTER THE

START OF WORK, WHICH WERE NOT REPORTED AS SUCH PRIOR TO THE START OF WORK,

SHALL BE CORRECTED BY THE CONTRACTOR AT NO ADDITIONAL COST TO THE OWNER.

ALL ROOF DRAINS AND OVERFLOW SCUPPERS MUST BE KEPT OPEN AND FULLY

FUNCTIONING DURING THE ENTIRE CONSTRUCTION PERIOD, WITH ANY CLOGS TO BE

CLEANED OUT PROMPTLY.

J. ALL DEPICTED COMPONENTS ON DRAWINGS ARE NEW UNLESS IDENTIFIED AS EXISTING.

JAY AMMON ARCHITECT, INC.

126 SOUTH PARK AVE., SUITE A • WINTER PARK, FLORIDA 32789

PHONE: (407) 333-1977 • EMAIL: JAY@JAYAMMON.COM

WWW.JAYAMMON.COM

DATE: PROJECT NO.:

PHASE

NO. DESCRIPTION DATE

REVISION

REV.

NO.

4 4

CONSULTANT:

CLIENT REF.:

DATE

TO THE BEST OF MY KNOWLEDGE, THESE

DRAWINGS COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODE REQUIREMENTS.

JAY AMMON AOR: AR0009798

SEAL: CLIENT: PROJECT: SHEET TITLE:

SHEET NO.:SCALE:

DESCRIPTION

1 2 3 4 5 6

6 6

7 7

1 2 3 4 5 6 7

NORTH BREVARD COUNTY GOVERNMENT COMPLEX

EXTERIOR RESTORATION PROJECT

400 SOUTH STREET, TITUSVILLE, FLORIDA 32780

BREVARD COUNTY PUBLIC WORKS

FACILITIES DEPARTMENT

2725 JUDGE FRAN JAMIESON WAY,

BUILDING A ROOM 207,

VIERA, FLORIDA 32940

CJS BTC JPA

05/24/2025 25-021

BID DOCUMENTS

60% DESIGN DOCUEMENTS 02/18/2025

90% DESIGN DOCUMENTS 03/18/2025

100% FINAL REVIEW DRAWINGS 04/18/2025

BID DOCUMENTS 09/24/2025

ADDENDUM 1 04/03/2026

SCOPE OF WORK & GENERAL NOTES

A1.2

SCOPE OF WORK:

0.1. GENERAL: THE EXTERIOR RESTORATION OF THE BREVARD COUNTY

GOVERNMENT COMPLEX NORTH BUILDING INCLUDES THE RESTORATION OF ALL

EXTERIOR WALL AND DESIGNATED ROOFING COMPONENTS EXPOSED TO THE WEATHER.

AT A MINIMUM, ALL EXTERIOR ENVELOPE CURTAIN WALL COMPONENTS WILL BE REPAIRED,

RESEALED AND PAINTED. ALL EXPOSED SEALANTS WHICH INTERFACE WITH THE CURTAIN

WALL ASSEMBLY WILL BE REPLACED. WHERE A SCOPE OF WORK ITEM IS DESIGNATED,

THAT DESIGNATION IS TYPICAL FOR ALL SIMILAR COMPONENTS AND ASSEMBLIES

WHETHER OR NOT SPECIFICALLY DENOTED/CALLED OUT IN THE DRAWINGS. SEE PROJECT

MANUAL AND BID FORMS FOR BASE BID AND OPTION PRICING ON THE FOLLOWING SCOPE

OF WORK ITEMS.

1.0 EXTERIOR WINDOWS:

1.1 CURTAIN WALL WINDOWS AND INTEGRAL PANELS "WET SEALING":

REMOVE ALL PREVIOUSLY APPLIED SEALANTS FROM THE CURTAIN WALL WINDOWS AND

INTEGRAL METAL PANELS. INSPECT ALL VERTICAL MULLIONS, INSTALL NEW STAINLESS

STEEL FASTENERS WITH EPDM WASHERS TO SECURE VERTICAL MULLION COVERS TO

EXSITING CURTAIN WALL SUB-FRAMING. INSPECT ALL HORIZONTAL MULLION COVERS

AND INCLUDED WITH THE BASE BID OF RESECURING 25 UNSECURED MULLION COVERS

PRIOR TO NEW SEALANT APPLICATION. INSTALL CLOSED CELL BACKER ROD AND

SILICONE SEALANT AT ALL METAL FRAME TO PRECAST CONCRETE, METAL TO METAL AND

METAL TO GLASS JOINTS. REMOVE ALL CORROSION DEPOSITS FROM INTEGRAL METAL

PANEL SURFACES AND INSTALL AN EPOXY BASED RUST INHIBITOR PRIMER TO ALL

PREVIOUSLY CORRODED SURFACES. PRIME ALL METAL PANEL SURFACES AND APPLY

TWO COATS OF HIGH PERFORMANCE DTM PAINT TO ALL CURTAIN WALL VERTICAL AND

HORIZONTAL MULLION COVERS, CURTAIN WALL FRAMES, COLUMN COVERS, SILL PANS,

TRIM AND INTEGRAL METAL PANEL SURFACES. SEE SHEETS A4.1 AND A4.2. SEE

SPECIFICATION SECTIONS 07 92 00 AND 09 99 00.

1.2 ALUMINUM STOREFRONT WINDOWS AND STOREFRONT ENTRANCES "WET

SEALING": REMOVE ALL PREVIOUSLY APPLIED "WET SEAL" SEALANTS FROM THE EXISTING

STOREFRONT WINDOW AND DOOR FRAMES AND GLASS. INSTALL NEW CLOSED CELL

BACKER ROD AND DOWSIL 795 SILICONE SEALANT AT ALL METAL FRAME TO PRECAST

CONCRETE, METAL TO METAL, AND METAL TO GLASS JOINTS. SEE SHEETS A4.3. SEE

SPECIFICATION SECTION 07 92 00.

1.3 CURTAIN WALL AND STOREFRONT WINDOWS MOCKUP AND TESTING:

PRIOR TO THE FULL WINDOW RESTORATION, PREPARE IN-FIELD MOCKUPS OF EACH

WINDOW TYPE FOR THE OWNER'S AND ARCHITECTS REVIEW. WITH A REPRESENTATIVE OF

THE ARCHITECT PRESENT, CONDUCT THIRD PARTY INDEPENDENT WATER TESTING USING

THE AAMA 501.2 (NEWEST VERSION) TEST PROCEDURES. AT ANY FAILURES, REPAIR THE

MOCKUP AND CONTINUE TO RETEST UNTIL THE MOCKUPS PASS THE TEST. AT EACH TEST

AREA, REPAIR ALL AFFECTED INTERIOR AND EXTERIOR WALL FINISHES. DO NOT PROCEED

WITH THE RESTORATION OF THE OTHER WINDOWS UNTIL RECEIVING NOTIFICATION FROM

THE ARCHITECT. ALL THIRD PARTY TESTING WILL BE PROVIDED BY THE

OWNER/ARCHITECT. CONTRACTOR IS TO PROVIDE TESTING ACCESS TO MOCKUPS.

2.0 EXTERIOR WALL RESTORATION:

2.1 PRECAST CONCRETE PANELS:

2.1A PRECAST CONCRETE VENEER WALL SEALANT REPLACEMENT: REMOVE

ALL HORIZONTAL AND VERTICAL SEALANTS ASSOCIATED WITH THE PRECAST CONCRETE

PANEL SURFACES, INCLUDING OVERHEAD SOFFITS. INSTALL NEW PRIMARY AND

SECONDARY SEALANT JOINTS. INSTALL A CLOSED CELL BACKER ROD AT ALL VERTICAL

AND HORIZONTAL JOINTS. PRIME WALL JOINT SUBSTRATES, AND APPLY NEW SECONDARY

DOWSIL 795 SILICONE SEALANT AT ALL HORIZONTAL AND VERTICAL JOINTS. PROVIDE

ADDITIONAL BOND BREAKER AND APPLY A SECOND LAYER OF DOWSIL 795 SILICONE

SEALANT TO CREATE A "DOUBLE SEALANT" JOINT PROFILE. SEE SPECIFICATION 07 92 00.

2.1A PRECAST CONCRETE WALL FABRICATION: POWER WASH ALL PRECAST

CONCRETE WALL SURFACES. APPLY PROTECTOSIL CHEMTRETE BSM 400 CLEAR

PENETRATING SEALER TO ALL PRECAST CONCRETE WALL SURFACES. SEE SPECIFICATION

SECTION 07 19 00.

2.1B SEALANT REPLACEMENT: REMOVE ALL SEALANTS ASSOCIATED WITH THE WALL

PENETRATIONS AND WALL MOUNTED EQUIPMENT, INSTALL BACKER ROD AND DOWSIL 795

SILICONE SEALANT AT ALL JOINTS PENETRATING THROUGH THE PRECAST CONCRETE

WALL PANELS. SEE SPECIFICATION SECTION 07 92 00.

2.2 STUCCO WALL AND SOFFIT ASSEMBLY:

2.2A EXISTING STUCCO RESTORATION: ROUTE OUT ALL CRACKED STUCCO

SURFACES. PATCH STUCCO WITH NEW TEXTURED URETHANE SEALANT. PRESSURE

CLEAN ALL WALL AND SOFFIT SURFACES AND APPLY PRIMER AND HIGH PERFORMANCE

ACRYLIC COATING SYSTEM TO ALL STUCCO WALL SURFACES. REPLACE ALL SEALANTS

ASSOCIATED WITH THIS WALL ASSEMBLY. APPLY URETHANE SEALANT AT ALL VERTICAL

AND HORIZONTAL STUCCO CONTROL JOINTS AND STUCCO REVEALS MAINTAINING

PROFILES OF EXISTING JOINTS AND REVEALS. INCLUDE 50 LINEAR FEET OF STUCCO

CRACK REPAIR WITHIN BASE BID. SEE SPECIFICATION SECTIONS 07 92 00 AND 09 99 00.

2.3 METAL WALL PANELS: AT EXISTING METAL WALL PANELS, REMOVE AND REPLACE

EXISTING PERIMETER SEALANT WITH DOW 795. AT RUSTED LOCATIONS, SCRAPE ALL RUST

/ DETERIORATION TO SOLID METAL. PATCH PANEL WITH METAL PATCHING FILLER (BONDO

BY 3M OR APPROVED EQUAL). PRESSURE WASH EXISTING PANELS AND REMOVE ALL

LOOSE OR DELAMINATED FINISHES. PREP, PRIME AND PAINT TOP SURFACE OF METAL.

APPLY ONE LAYER OF PRIMER AND TWO COATS OF HIGH PERFORMANCE DTM FINISH

COAT. SEE SPECIFICATION SECTION 09 90 00.

2.4 WALL MOUNTED LIGHTS: TEMPORARILY REMOVE AND LOG CONDITION OF EACH

WALL MOUNTED LIGHT FIXTURE. SEAL ALL CONDUIT PENETRATIONS. REINSTALL EXISTING

LIGHT FIXTURES AND TEST FOR OPERATION AFTER EXTERIOR WALL WATERPROOFING

APPLICATION. ALL ELECTRICAL WORK TO BE COMPLETED BY A STATE OF FLORIDA

LICENSED ELECTRICIAN. SEE SPECIFICATION SECTION 07 92 00.

2.5 SCUPPERS SEALING: REMOVE ALL EXISTING EXTERIOR SEALANTS FROM THE

EXISTING METAL SCUPPER FLASHINGS. INSTALL BACKER ROD AND SEALANT AT ALL

EXTERIOR JOINTS. PREPARE EXISTING ROOF MEMBRANE PER ROOF MANUFACTURES

REQUIREMENT INCLUDING THE REMOVAL OF ANY EXISTING DELAMINATED ROOF

MEMBRANE (SOPREMA). PRIME ALL EXISTING ROOF MEMBRANE AND SCUPPER INSERT

SURFACES, AND INSTALL SOPREMA REINFORCED LIQUID ALSAN RS 230 PMMA COATING

SYSTEM (COLOR WHITE) OVER SOPREMA APPROVED PRIMER. MAINTAIN ALL EXISTING

SOPREMA ROOF SYSTEM WARRANTIES.

2.6 FOUNDATION WALLS: REMOVE ALL EXISTING EXTERIOR SEALANTS AND

UNADHERED PAINT FROM EXISTING FOUNDATIONS WALLS. REPLACE ANY SEALANTS

ASSOCIATED WITH THE FOUNDATION WALLS. PRIME AND PAINT ALL FOUNDATION WALL

SURFACES. TEST, PREPARE, PRIME AND PAINT ALL PREVIOUSLY PAINTED MASONRY

SURFACES PER OWNER COLOR SELECTIONS AND LOCATIONS. APPLY ONE LAYER OF

3.1 HOLLOW METAL DOOR RESTORATION & THRESHOLD RESEALING: REMOVE

ALL SEALANTS FROM THE EXISTING DOOR COMPONENTS. PROPERLY PREPARE ALL

SURFACES AND INSTALL NEW BOND BREAKERS AND SEALANTS AT PERIMETER DOOR

FRAME JOINTS. INSTALL TRAFFIC RATED SEALANTS AT THE INTERFACE OF THE EXISTING

DOOR THRESHOLD AND DOOR JAMB FRAMING. TREAT ANY CORRODED METAL SURFACES,

PRIME AND PAINT ALL DOOR FRAME AND DOOR LEAF SURFACES WITH A HIGH

PERFORMANCE DTM METAL COATING SYSTEM. INSTALL 18 GAUGE TYPE 316 STAINLESS

STEEL RAIN DIVERTER FLASHING OVER DOOR ASSEMBLIES. SEE SPECIFICATION SECTION

07 92 00.

3.2 DIVERTER INSTALLATION AT ROOF ACCESS DOORS: INSTALL NEW 18 GAUGE

TYPE 316 STAINLESS STEEL DIVERTER OVER PAINTED HOLLOW METAL ROOF ACCESS

DOOR ASSEMBLY. SET VERTICAL FLANGE OF DIVERTER IN SEALANT TAPE AND SECURE TO

THE EXISTING PRECAST CONCRETE WALL ASSEMBLY.

3.3 ROLL-UP DOOR RESEALING AND PAINTING: REMOVE ALL SEALANTS FROM THE

EXISTING DOOR COMPONENTS. PROPERLY PREPARE ALL SURFACES AND INSTALL NEW

BOND BREAKERS AND SEALANTS AT PERIMETER DOOR FRAME JOINTS. TREAT ANY

CORRODED METAL SURFACES, PRIME AND PAINT ALL DOOR FRAME AND DOOR LEAF

SURFACES WITH A HIGH PERFORMANCE DTM METAL COATING SYSTEM.

4.0 ALUMINUM FRAMED LOUVER ASSEMBLY:

4.1 LOUVER REFINISHING: REMOVE EXISTING SEALANTS FROM THE INTERFACE OF

THE LOUVER FRAMES AND ADJACENT STUCCO OR OTHER BUILDING ENVELOPE

COMPONENTS. INSTALL NEW BACKER ROD AND URETHANE SEALANT. PRIME AND PAINT

ALL PREVIOUSLY PAINTED LOUVER FRAME SURFACES. MILL FINISHED ALUMINUM

SURFACES TO REMAIN. SEE SPECIFICATION SECTION 07 92 00.

5.0 ROOF INTERFACES:

5.1 METAL COPINGS: REMOVE ALL EXPOSED SEALANTS AT THE PARAPET COPINGS.

PRIME METAL AND/OR ADJACENT BUILDING ENVELOPE SURFACES AND INSTALL DOWSIL

123 SEALANT TAPE SYSTEM. INSTALL MOCK-UPS FOR OWNER REVIEW. SEE

SPECIFICATION SECTION 07 92 00.

5.2 COUNTERFLASHING: REMOVE ALL EXPOSED SEALANTS AT THE EXISTING

COUNTERFLASHINGS SEALANT TRAYS. INSTALL NEW DOWSIL 795 SEALANTS OVER PRIMED

PRECAST CONCRETE AND SHEET METAL SURFACES. AT METAL JOINTS INSTALL DOWSILL

123 TAPE AT JOINTS. PROVIDE TAPE TO MATCH PROPOSED METAL PANELS COLOR

(BRONZE).

5.3 THROUGH-WALL SECONDARY SCUPPERS: REPLACE ALL SEALANTS

ASSOCIATED WITH THE EXISTING SCUPPER FLASHINGS AND TRIM. INSTALL A FULLY

REINFORCED COATING BY ROOF MEMBRANE MANUFACTURER AT THE INTERFACE OF THE

SCUPPER AND ROOF SYSTEM.

6.0 EXTERIOR SOFFITS, CEILINGS AND ROOF OVERHANGS:

6.1 EXTERIOR SOFFITS, CEILINGS AND ROOF OVERHANGS REFINISHING:

PRESSURE CLEAN ALL EXTERIOR FASCIA, SOFFITS, EXTERIOR CEILINGS AND ROOF

OVERHANG SURFACES. APPLY PRIMER AND TWO LAYERS OF TOP COAT TO ALL

PREVIOUSLY PAINTED SURFACES. SEE SPECIFICATION SECTION 09 99 00.

7.0 COLUMN RESTORATION:

7.1 COLUMN RESTORATION: AT EXISTING COLUMNS, PRESSURE WASH WALL AT

SURFACES. PREP, PRIME AND PAINT. APPLY TWO LAYERS OF TOP COAT. INSTALL NEW

BACKER ROD AND TRAFFIC RATED SEALANT AT ALL COLUMN TO HARDSCAPE INTERFACES.

SEE SPECIFICATION SECTION 07 92 00.

8.0 BUILDING SIGNAGE:

8.1 EXISTING SIGNAGE: TEMPORARILY REMOVE EXISTING BUILDING SIGNAGE AND

DELIVER TO OWNER DESIGNATED LOCATION FOR STORAGE. REINSTALL EXISTING

SIGNAGE AFTER THE WATERPROOFING OF THE EXTERIOR WALL SURFACES. SECURE

SIGNAGE WITH STAINLESS STEEL BRACKETS AND FASTENERS WITH EPDM WASHERS. SEAL

ALL FENESTRATIONS.

9.0 EXPANSION JOINTS:

9.1 EXPANSION JOINT REPLACEMENT: LOCATIONS OF THE EXPANSION JOINTS

ARE LOCATED BETWEEN PRECAST CONCRETE PANELS AND CURTAIN WALL ASSEMBLIES.

PRE-MANUFACTURED EXPANSION JOINTS (E.G., EMSEAL COLORSEAL) ARE NOT REQUIRED.

EXPANSION JOINTS SHALL BE TREATED WITH A DOUBLE SEALANT BEAD APPLICATION IN

ACCORDANCE WITH DETAIL D/A5.2 ON DRAWING SET A5.2.

LEGEND

SEE ENLARGED ROOF PLANS ON

SHEET A2.1

CONSTRUCTION NOTES:

1. CONSTRUCTION LIMITS: LIMITS ARE WITHIN 10 FEET MAXIMUM OF BUILDINGS

EXCEPT WHERE OTHERWISE INDICATED BY OWNER.

2. CONSTRUCTION STAGING AREA: COORDINATE IN THE FIELD WITH

REPRESENTATIVE FROM THE OWNER FOR STAGING AREA LOCATION.

3. ACCESSIBLE PATH: THE ACCESSIBLE PATH MUST BE LEFT UNIMPEDED

THROUGHOUT THE CONSTRUCTION. PROVIDE BARRIERS BETWEEN THE

CONSTRUCTION AND THE ACCESSIBLE PATH AS NECESSARY TO PROVIDE SAFE

ACCESS.

4. SAFETY PLAN: CONTRACTOR TO SUBMIT SAFETY PLAN WHICH CLEARLY

DELINEATES AREAS FOR CONSTRUCTION, SAFETY BARRIERS, EXITS, CONSTRUCTION

TRAFFIC DURING VARIOUS PHASES OF THE PROJECT AND WHEN CONDITIONS

CHANGE. CONTRACTOR TO CONFORM WITH REQUIREMENTS IN FBC-B, FFPC 1-16.1

AND NFPA 241.

BUILDING INCLUDED IN

SCOPE OF WORK

SCALE:

OVERALL SITE PLAN1

A1.3 NTS. N TR

SCALE:

AERIAL VIEW 2

A1.3 NTS.

SCALE:

SOUTH SIDE 3

A1.3 NTS.

TRUE

JAY AMMON ARCHITECT, INC.

126 SOUTH PARK AVE., SUITE A • WINTER PARK, FLORIDA 32789

PHONE: (407) 333-1977 • EMAIL: JAY@JAYAMMON.COM

WWW.JAYAMMON.COM

DATE: PROJECT NO.:

PHASE

NO. DESCRIPTION DATE

REVISION

REV.

NO.

4 4

CONSULTANT:

CLIENT REF.:

DATE

TO THE BEST OF MY KNOWLEDGE, THESE

DRAWINGS COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODE REQUIREMENTS.

JAY AMMON AOR: AR0009798

SEAL: CLIENT: PROJECT: SHEET TITLE:

SHEET NO.:SCALE:

DESCRIPTION

1 2 3 4 5 6

6 6

7 7

1 2 3 4 5 6 7

NORTH BREVARD COUNTY GOVERNMENT COMPLEX

EXTERIOR RESTORATION PROJECT

400 SOUTH STREET, TITUSVILLE, FLORIDA 32780

BREVARD COUNTY PUBLIC WORKS

FACILITIES DEPARTMENT

2725 JUDGE FRAN JAMIESON WAY,

BUILDING A ROOM 207,

VIERA, FLORIDA 32940

CJS BTC JPA

05/24/2025 25-021

BID DOCUMENTS

60% DESIGN DOCUEMENTS 02/18/2025

90% DESIGN DOCUMENTS 03/18/2025

100% FINAL REVIEW DRAWINGS 04/18/2025

BID DOCUMENTS 09/24/2025

ADDENDUM 1 04/03/2026

AS SHOWN

SCALE PERTAINS TO A 24" X 36" SHEET

OVERALL SITE PLAN AND AERIAL

VIEWS

A1.3

BUILDING ELEVATION DESIGNATIONS

AX.X

WALL SECTIONS DESIGNATIONS

LEGEND

DESCRIPTIONSYMBOL

5.1

EXISTING MAIN ROOF PARAPET WALL

WITH METAL COPINGS

NOT IN CONTRACT

SCOPE OF WORK DESIGNATION NOTES

EXISTING LOWER ROOF PARAPET CURBS

EXISTING ROOF SCUPPER

(SEE SCOPE OF WORK 2.5)

EXISTING LOW SLOPE ROOF

N.I.C.

ROOF LADDER

FIRST FLOOR NORTH ROOF

EXISTING ROOF VENTS

ROOF DESIGNATIONS

JAY AMMON ARCHITECT, INC.

126 SOUTH PARK AVE., SUITE A • WINTER PARK, FLORIDA 32789

PHONE: (407) 333-1977 • EMAIL: JAY@JAYAMMON.COM

WWW.JAYAMMON.COM

DATE: PROJECT NO.:

PHASE

NO. DESCRIPTION DATE

REVISION

REV.

NO.

4 4

CONSULTANT:

CLIENT REF.:

DATE

TO THE BEST OF MY KNOWLEDGE, THESE

DRAWINGS COMPLY WITH THE APPLICABLE

MINIMUM BUILDING CODE REQUIREMENTS.

JAY AMMON AOR: AR0009798

SEAL: CLIENT: PROJECT: SHEET TITLE:

SHEET NO.:SCALE:

DESCRIPTION

1 2 3 4 5 6

6 6

7 7

1 2 3 4 5 6 7

NORTH BREVARD COUNTY GOVERNMENT COMPLEX

EXTERIOR RESTORATION PROJECT

400 SOUTH STREET, TITUSVILLE, FLORIDA 32780

BREVARD COUNTY PUBLIC WORKS

FACILITIES DEPARTMENT

2725 JUDGE FRAN JAMIESON WAY,

BUILDING A ROOM 207,

VIERA, FLORIDA 32940

CJS BTC JPA

05/24/2025 25-021

BID DOCUMENTS

60% DESIGN DOCUEMENTS 02/18/2025

90% DESIGN DOCUMENTS 03/18/2025

100% FINAL REVIEW DRAWINGS 04/18/2025

BID DOCUMENTS 09/24/2025

ADDENDUM 1 04/03/2026

24'8' 16'4'0'

3/32" = 1'-0"

SCALE PERTAINS TO A 24" X 36" SHEET

UPPER AND LOWER ROOF PLAN

A2.1

SCALE:

ROOF PLAN1

A2.1 3/32" = 1'-0"

A3.3

A3.2

A3.1

A3.4

N TR