A-101_WALNUT_CREEK_#2.pdf
PDF 2 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 an architectural construction document prepared by Synalovski Romanik Saye, LLC for the City of Pembroke Pines, Florida, detailing the design specifications for the Walnut Creek Park Pavilion Replacement #2 project located at 7701 Taft Street, Pembroke Pines, FL 33024. The project scope involves complete demolition of the existing pavilion column system, roofing, and associated structural components, followed by installation of a new 12' x 12' aluminum pavilion manufactured by Perfection Architectural Systems, LLC or an approved equal, supported by a 6" aluminum column and 3' x 3' x 3' concrete foundation. The design includes a new concrete slab matching existing grades and a custom metal logo with perforated metal backing measuring 19'-0" in width with an 16'-8" height dimension. The construction documents comply with the 8th Edition Florida Building Code (2023) and include detailed architectural plans and elevations, roof plans, concrete slab details, and demolition plans at various scales. The contractor is responsible for site measurement verification, coordination of all trades, submission of signed and sealed engineering shop drawings from the manufacturer prior to installation, maintenance of the premises during construction, and final site cleanup to broom-clean condition. The project deadline allows 120 calendar days from the Notice to Proceed for complete project delivery.
Pricing for this pavilion replacement is submitted as one of four lump-sum line items within the overall Pavilion Replacement Project at Various Parks bid (Invitation for Bid #RE-25-08), with an estimated total project cost of $430,000 across all park locations. The contractor must provide proposal security in the form of a bid bond, payment and performance bonds each at 100 percent of the contract price, and maintain comprehensive insurance including general liability of $1,000,000 per occurrence and $2,000,000 aggregate, workers' compensation, auto liability, umbrella/excess liability, and builder's risk coverage at 100 percent of project value. Contractors must demonstrate a minimum of five years of experience with three professional references from the last five years, comply with Davis-Bacon wage rate requirements, register with and utilize the E-Verify system, and meet HUD Section 3 requirements encouraging employment opportunities for low- and very low-income residents. Liquidated damages are assessed at $500 per day for failure to meet the 120-day completion deadline. A mandatory pre-bid meeting and site visit was scheduled for December 22, 2025, at 10:00 a.m., with bid submissions due January 14, 2026, at 2:00 p.m. via the OpenGov e-Procurement portal and public bid opening at 2:30 p.m. the same day.
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Text version
'-0
12'-0"
NEW 12' X 12' ALUMINUM PAVILION BY
PERFECTION ARCHITECTURAL SYSTEMS, LLC.
OR APPROVED EQUAL. SIGNED AND SEALED
ENGINEERING SHOP DRAWINGS TO BE
PROVIDED BY MANUFACTURER.
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.
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1 TYP
TYP
DEMOLISH AND
REMOVE EXISTING
CONCRETE SLAB.
GROUND FLOOR + 0' 0" A.F.F.
TOP OF GRADE
ROOF EAVE + 9'-0" A.F.F.
BOTTOM OF ROOF EAVE
ROOF + 12'-9 3/4" A.F.F.
TOP OF ROOF
GROUND FLOOR + 0' 0" A.F.F.
TOP OF GRADE
ROOF EAVE + 9'-0" A.F.F.
BOTTOM OF ROOF EAVE
ROOF + 12'-9 3/4" A.F.F.
TOP OF ROOF PROPOSED CUSTOM
METAL LOGO WITH
PERFORATED METAL
BACKING
19'-0"
'-8
SLOPE: 4:12SLOPE: 4:12
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NEW SLAB. MATCH
NEW SLAB WITH
EXISTING GRADES.
REFER TO DETAIL #6.
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SHEET TITLE:
SHEET NUMBER:
DRAWN BY:
CHECKED BY:
WALNUT CREEK
PAVILION #2
PLANS AND
ELEVATIONS
NA
ML
A-101
6 ARCHITECTURAL SITE PLAN
SCALE: 1/8" = 1' 0"
1 GENERAL NOTES
SCALE: N.T.S 9 NORTH & SOUTH ELEVATION
SCALE: 1/4" = 1' 0"
10 EAST & WEST ELEVATION
SCALE: 1/4" = 1' 0"
3 AERIAL PLAN
SCALE: N.T.S
PROJECT
LOCATION
11 CONCRETE SLAB DETAIL
SCALE: 1" = 1'-0"
7 DETAIL FLOOR PLAN
SCALE: 1/4" = 1' 0"
SHEET TITLE:
SHEET NUMBER:
DRAWN BY: NA
CHECKED BY: ML
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
8 ROOF PLAN
SCALE: 1/4" = 1' 0"
5 DEMOLITION PLAN
SCALE: 1/8" = 1' 0"
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 DOCUMENTATIONS 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.
1. DEMOLISH EXISTING PAVILION COLUMN SYSTEM AND
ASSOCIATED COMPONENTS.
2. DEMOLISH EXISTING PAVILION ROOFING , ROOFING
STRUCTURAL MEMBERS, AND ASSOCIATED COMPONENTS.
2 SCOPE OF WORK
SCALE: N.T.S 4 DEMOLITION KEY NOTES
SCALE: N.T.S
PROJECT INFORMATION
PROJECT NAME: WALNUT CREEK PARK PAVILION REPLACEMENT #2
ADDRESS: 7701TAFT ST PEMBROKE PINES, FL 33024
SCOPE OF WORK
DEMOLISH EXISTING PAVILION AND ITS COMPONENTS AND REPLACE WITH A NEW
ALUMINUM PAVILION. (REFER TO ARCHITECTURAL DRAWINGS FOR MORE INFORMATION.
AutoCAD SHX Text 4.89
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OLD PAVILION LINE (REMOVED)
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20' CHAIN LINK FENCE
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10' CHAIN LINK FENCE
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CONCRETE (DUGOUT)
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COVERED BLEACHERS
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CLAY
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)
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CONT. 1/2" EXPANSION MATERIAL (TYPICAL)
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EXISTING CONC. SLAB
AutoCAD SHX Text 4.89
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20' CHAIN LINK FENCE
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10' CHAIN LINK FENCE
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CONCRETE (DUGOUT)
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COVERED BLEACHERS
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10' CHAIN LINK FENCE
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CONCRETE
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CONCRETE
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CONCRETE
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CONCRETE
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CLAY
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CLAY
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.
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| WALNUT CREEK#2 OP3 |
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