A-101_FLAMINGO_PARK.pdf

PDF 1 MB Posted

Attached to
Pavilion Replacement Project at Various Parks
Solicitation number
RE-25-08
Issued by
Broward County, Florida

About this file

This is a set of architectural construction documents for the City of Pembroke Pines' Flamingo Park Pavilion Replacement Project located at 1900 NW 122nd Terrace, Pembroke Pines, Florida 33026. The project scope requires demolition of the existing pavilion and its associated components, including the column system, roofing, and roofing structural members, followed by replacement with a new 26 feet by 40 feet aluminum pavilion manufactured by Perfection Architectural Systems, LLC or an approved equal. The new pavilion will feature a roof eave at 9 feet above finished floor and a top roof height of 15 feet 6.5 inches, with typical new 6-inch aluminum columns set in 3-foot by 3-foot by 3-foot concrete foundations. Additional work includes connection of aluminum columns to existing foundations, concrete slab repairs as required, and installation of a custom metal logo with perforated metal backing. Construction shall comply with the 8th Edition Florida Building Code (2023) as adopted by the county, and the contractor must submit signed and sealed engineering shop drawings from the manufacturer prior to installation.

The contractor is responsible for comprehensive project management including coordination of all trades, verification of all site elevations and dimensions prior to commencing work, adequate bracing during construction, and site measurements for all items. The contractor must maintain a clean job site, remove all waste materials upon completion, and submit all required product approval documentation and shop drawings with architect approval to the building department prior to installation. The contractor shall also be responsible for all sub-permits and must notify the architect of any discrepancies between architectural drawings and other sources. All glass must be cleaned and polished, tile floors waxed, and the site left broom clean upon project completion. No pricing information, award dates, response deadlines, or contract term details are specified in these architectural documents.

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Text version

26'-0"

'-0

'-0

'-0

'-0

'-0

TYP. NEW 6" ALUMINUM COLUMN

AND 3'X3'X3' CONCRETE

FOUNDATION BY PERFECTION

ARCHITECTURAL SYSTEMS, LLC.

OR APPROVED EQUAL. SIGNED

AND SEALED ENGINEERING SHOP

DRAWINGS TO BE PROVIDED BY

MANUFACTURER.

TYP. ALUMINUM COLUMN

CONNECTED TO EXISTING

FOUNDATION, REFER TO DETAIL

12 / A-101. SIGNED AND SEALED

ENGINEERING SHOP DRAWINGS

TO BE PROVIDED BY

MANUFACTURER.

NEW 26' X 40' ALUMINUM

PAVILION BY PERFECTION

ARCHITECTURAL SYSTEMS, LLC.

OR APPROVED EQUAL. SIGNED

AND SEALED ENGINEERING

SHOP DRAWINGS TO BE

PROVIDED BY MANUFACTURER.

TYP. SLAB REPAIR AS REQUIRED.

REFER TO DETAIL 11 / A-101.

1 TYP

TYP

X X

X X

X X

GROUND FLOOR + 0' 0" A.F.F.

TOP OF GRADE

ROOF + 15'-6 1/2" A.F.F.

TOP OF ROOF

ROOF EAVE + 9'-0" A.F.F.

BOTTOM OF ROOF EAVE

GROUND FLOOR + 0' 0" A.F.F.

TOP OF GRADE

ROOF EAVE + 9'-0" A.F.F.

BOTTOM OF ROOF EAVE

ROOF + 15'-6 1/2" A.F.F.

TOP OF ROOF PROPOSED CUSTOM

METAL LOGO WITH

PERFORATED METAL

BACKING

33'-3"

'-4

SLOPE: 4:12SLOPE: 4:12

X X

X X

X X

X X

X X

X X

X

X X

X X

X X

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

FLAMINGO PARK

PAVILION

PLANS AND

ELEVATIONS

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A-101

PROJECT

LOCATION

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5 ARCHITECTURAL SITE PLAN

SCALE: 1/8" = 1' 0"

9 EAST & WEST ELEVATION

SCALE: 3/16" = 1' 0"

10 NORTH & SOUTH ELEVATION

SCALE: 3/16" = 1' 0"

6 AERIAL PLAN

SCALE: N.T.S

LOCATION

11 CONCRETE SLAB DETAIL

SCALE: 1" = 1'-0"

1. DEMOLISH EXISTING PAVILION COLUMN SYSTEM AND

ASSOCIATED COMPONENTS.

2. DEMOLISH EXISTING PAVILION ROOFING , ROOFING

STRUCTURAL MEMBERS, AND ASSOCIATED COMPONENTS.

8 ROOF PLAN

SCALE: 3/16" = 1' 0"

4 DEMOLITION PLAN

SCALE: 1/8" = 1' 0"

7 FLOOR PLAN

SCALE: 3/16" = 1' 0"

2 SCOPE OF WORK

SCALE: N.T.S

GENERAL NOTES:

1. CONSTRUCTION SHALL FOLLOW "8TH EDITION FLORIDA BUILDING CODE (2023)" AS ADOPTED BY THE

COUNTY AS APPLICABLE AND ALL APPLICABLE AMENDMENTS.

2. BUILDER SHALL COORDINATE ALL THE WORK OF ALL TRADES.

3. BUILDER SHALL REVIEW DRAWINGS IN THEIR ENTIRETY BEFORE STARTING WORK. THE BUILDER SHALL ACCEPT FULL RESPONSIBILITY FOR ANY ERRORS OR OMISSIONS NOT REPORTED IMMEDIATELY IN WRITING TO THE ARCHITECT. BACKCHARGES WILL NOT BE ACCEPTED. DO NOT SCALE DRAWINGS.

4. NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN ARCHITECTURAL DRAWINGS AND OTHER

SOURCES

5. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH THE GOVERNING CODE IN ITS ENTIRETY AND BUILD IN ACCORDANCE WITH ALL PROVISIONS OF THIS CODE WHICH MAY NOT BE SPECIFICALLY

ADDRESSED ON THE PLANS AND NOTES.

6. CONTRACTOR IS RESPONSIBLE FOR ADEQUATE BRACING OF STRUCTURAL OR NON-STRUCTURAL

MEMBERS DURING CONSTRUCTION.

7. THE CONTRACTOR SHALL NOT DISRUPT EXISTING SERVICES, OPERATIONS, OR UTILITIES WITHOUT

OBTAINING OWNER'S PRIOR APPROVAL AND INSTRUCTIONS IN EACH CASE.

8. THE CONTRACTOR SHALL VISIT THE JOB SITE AND BE RESPONSIBLE FOR THE VERIFICATION OF ALL

ELEVATIONS, CONDITIONS, AND DIMENSIONS PRIOR TO COMMENCING CONSTRUCTION.

9. JOB SITE MEASUREMENTS ARE THE FULL RESPONSIBILITY OF THE CONTRACTOR AND

SUBCONTRACTOR AND MUST BE TAKEN FOR ALL ITEMS BY ALL SUBCONTRACTORS PRIOR TO

FABRICATION.

10. THE ARCHITECT SHALL NOT HAVE CONTROL OR CHANGE OF, AND SHALL NOT BE RESPONSIBLE FOR

CONSTRUCTION MEANS, TECHNIQUES, SEQUENCES OR PROCEDURES, OR SAFETY PRECAUTIONS

AND PROGRAMS IN CONNECTION WITH THE WORK, ALL OF WHICH SHALL BE THE SOLE

RESPONSIBILITY OF THE CONTRACTOR.

11. THE CONTRACTOR SHALL KEEP THE PREMISES AND SURROUNDING AREA FREE OF ACCUMULATION

OF WASTE MATERIALS OR RUBBISH CAUSED BY OPERATIONS UNDER THE CONTRACT. AT

COMPLETION OF WORK, THE CONTRACTOR SHALL REMOVE FROM AND ABOUT THE PROJECT

WASTE MATERIALS, RUBBISH, THE CONTRACTOR'S TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY AND SURPLUS MATERIALS. CONTRACTOR SHALL CLEAN AND POLISH ALL GLASS, WAX TILE FLOORS, VACUUM CARPETS, AND LEAVE OTHER SPACES BROOM CLEAN.

12. CONTRACTOR SHALL SUBMIT ALL THE REQUIRED PRODUCT APPROVAL DOCUMENTATION AND

SHOP DRAWINGS WITH ARCHITECT'S OR ENGINEER'S OF RECORD APPROVED STAMP TO THE

BUILDING DEPARTMENT FOR APPROVAL PRIOR TO INSTALLATION

13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SUB-PERMITS.

3 DEMOLITION KEY NOTES

SCALE: N.T.S

SHEET TITLE:

SHEET NUMBER:

DRAWN BY:

CHECKED BY:

Copyright (c) by SYNALOVSKI ROMANIK SAYE, LLC All Rights Reserved.

REV DATE DESCRIPTION

CL

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DESIGN

DELIVERABLE:

ISSUE DATE:

PROJECT NUMBER:

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CONSTRUCTION

DOCUMENTS

11/21/2025

2025-0177.0000

PROJECT INFORMATION

PROJECT NAME: FLAMINGO PARK PAVILION REPLACEMENT

ADDRESS: 1900 NW 122ND TERRACE PEMBROKE PINES, FL 33026

SCOPE OF WORK

DEMOLISH EXISTING PAVILION AND ITS COMPONENTS AND REPLACE WITH A NEW

ALUMINUM PAVILION. (REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION.

1 GENERAL NOTES

SCALE: N.T.S12 EXISTING FOOTING DETAIL

SCALE: 1" = 1' - 0"

AutoCAD SHX Text

CONCRETE (DUGOUT)

AutoCAD SHX Text

COVERED BLEACHERS

AutoCAD SHX Text

METAL PAVILION (COVERED CONCRETE)

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text METAL COLUMN (0.5' x 0.65') (TYP.)

AutoCAD SHX Text

GRASS

AutoCAD SHX Text 4" THICK CONCRETE SLAB W/ 6X6 W1.4 X W1.4 WWM, DOUBLE AT EDGE 16", OVER WELL COMPACTED SAND FILL (TYPICAL)

AutoCAD SHX Text

CONT. 1/2" EXPANSION MATERIAL (TYPICAL)

AutoCAD SHX Text

EXISTING CONC. SLAB

AutoCAD SHX Text

CONCRETE (DUGOUT)

AutoCAD SHX Text

15' CLF

AutoCAD SHX Text

CONC. CURB WITH 15' CLF

AutoCAD SHX Text

COVERED BLEACHERS

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

CONCRETE

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

GRASS

AutoCAD SHX Text

EXISTING CONCRETE FOOTING TO REMAIN

AutoCAD SHX Text TOP OF EXISTING STEEL POST STUB FROM EXISTING SHADE STRUCTURE TO BE REMOVED UNTIL FLUSH WITH TOP OF CONCRETE FOOTING

AutoCAD SHX Text NEW ALUMINUM POST TO BE INSTALLED WITH PLATE AND ANCHOR BOLTS. PROVIDE SIGNED AND SEALED SHOP DRAWINGS FROM MANUFACTURER.

AutoCAD SHX Text

REPAIR CONCRETE SLAB AS REQUIRED TO MATCH EXISTING GRADE

AutoCAD SHX Text Merrill Ann Romanik AR 0015810 Seal

AutoCAD SHX Text 1800 Eller Drive Suite 500 Fort Lauderdale , FL 33316 T 954.961.6806 F 954.961.6807 www.synalovski.com

AutoCAD SHX Text

ARCHITECTURE. PLANNING. INTERIOR DESIGN.

Sheets and Views
FLAMINGO PARK OP1

File details come from the government source that posted it. Updated .