A-101_WALNUT_CREEK_#1.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 sheet for the City of Pembroke Pines, Florida's Pavilion Replacement Project at Walnut Creek Park. The document contains detailed plans and elevations for the demolition of an existing pavilion and installation of a new 12' x 20' aluminum pavilion manufactured by Perfection Architectural Systems, LLC or an approved equal. The project scope includes demolition of the existing pavilion column system, roofing, and structural members; installation of new 6-inch aluminum columns with 3' x 3' x 3' concrete foundations; and concrete slab repairs as required. The design specifies that all work must comply with the 8th Edition Florida Building Code (2023) as adopted by Broward County, with signed and sealed engineering shop drawings to be provided by the manufacturer prior to installation. The contractor must complete a mandatory pre-bid meeting and site visit on December 22, 2025, at 10:00 a.m., with questions due by December 30, 2025, at 11:30 p.m. Bid submissions are due January 14, 2026, at 2:00 p.m. via the OpenGov e-Procurement portal, with public bid opening at 2:30 p.m. the same day. The project must be completed within 120 calendar days from the Notice to Proceed.
The estimated project cost is $430,000, with pricing submitted as lump-sum line items for each pavilion location plus a separate line item for bond costs. The contractor must provide proposal security if the base proposal exceeds $200,000, and submit payment and performance bonds each at 100 percent of the contract price. Liquidated damages are assessed at $500 per day for failure to meet the 120-day completion deadline. Contractors must demonstrate a minimum of five years of experience with three professional references from the last five years, comply with Davis-Bacon wage rates, register with the E-Verify system, and maintain comprehensive insurance coverage including general liability ($1,000,000 per occurrence; $2,000,000 aggregate), workers' compensation, auto liability, umbrella/excess liability, and builder's risk insurance at 100 percent of project value. The project includes HUD Section 3 requirements encouraging employment and contracting opportunities for low- and very low-income residents, though no specific set-asides for disadvantaged businesses are designated.
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Text version
X
'-0
12'-0"
NEW 12' X 20' ALUMINUM PAVILION BY
PERFECTION ARCHITECTURAL SYSTEMS, LLC.
OR APPROVED EQUAL. SIGNED AND
SEALED ENGINEERING SHOP DRAWINGS TO
BE PROVIDED BY MANUFACTURER.
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.
TYP. SLAB REPAIR AS REQUIRED.
REFER TO DETAIL 11 / A-101.
1 TYP
TYP
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"
'-2
" SLOPE: 4:12SLOPE: 4:12
X X
X
X
X
X
X
X
X
X
X
X
INSTALL NEW
COLUMNS AT
LOCATION OF
EXISTING FOOTERS.
REPAIR SLAB PER
DETAIL # 5
SHEET TITLE:
SHEET NUMBER:
DRAWN BY:
CHECKED BY:
WALNUT CREEK
PAVILION #1
PLANS AND
ELEVATIONS
NA
ML
A-101
PROJECT
LOCATION
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
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5 ARCHITECTURAL SITE PLAN
SCALE: 1/8" = 1' 0"
9 NORTH & SOUTH ELEVATION
SCALE: 1/4" = 1' 0"
10 EAST & WEST ELEVATION
SCALE: 1/4" = 1' 0"
6 AREAL PLAN
SCALE: N.T.S
LOCATION
7 DETAIL FLOOR PLAN
SCALE: 1/4" = 1' 0"8 ROOF PLAN
SCALE: 1/4" = 1'-0"
4 DEMOLITION PLAN
SCALE: 3/16" = 1' 0"
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.
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
PROJECT INFORMATION
PROJECT NAME: WALNUT CREEK PARK PAVILION REPLACEMENT
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.
1 GENERAL NOTES
SCALE: N.T.S12 EXISTING FOOTING DETAIL
SCALE: 1" = 1' - 0"
AutoCAD SHX Text
METAL PAVILION (COVERED CONCRETE)
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
VEG LINE / TOP OF SLOPE
AutoCAD SHX Text
GRASS
AutoCAD SHX Text METAL COLUMN (0.50' x 0.50') (TYP.)
AutoCAD SHX Text
15' CLF
AutoCAD SHX Text
6' CLF
AutoCAD SHX Text
CONCRETE SIDEWALK
AutoCAD SHX Text
VEG LINE / TOP OF SLOPE
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
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.
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| WALNUT CREEK#1 OP3 |
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