A-101_PINES_RECREATION.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 prepared by Synalovski Romanik Saye, LLC for the City of Pembroke Pines, Florida, detailing the demolition and replacement of an existing pavilion at Pines Recreation Center located at 7400 Pines Boulevard, Pembroke Pines, Florida 33024. The project scope involves complete demolition of the existing pavilion column system, roofing, and associated structural components, followed by installation of a new 15-foot by 30-foot aluminum pavilion manufactured by Perfection Architectural Systems, LLC or an approved equivalent. The new pavilion will feature new 6-inch aluminum columns with 3-foot by 3-foot by 3-foot concrete foundations, concrete slab repairs at damaged areas and new column locations, and a custom perforated metal logo backing. The construction documents reference compliance with the 8th Edition Florida Building Code (2023) and establish mandatory contractor responsibilities including site verification, coordinate of all trades, submission of signed and sealed engineering shop drawings from the pavilion manufacturer, comprehensive site cleanup, and remediation of all waste materials upon project completion. A mandatory pre-bid meeting and site visit is scheduled for December 22, 2025, at 10:00 a.m., with bid submissions due January 14, 2026, at 2:00 p.m., and the project must be completed within 120 calendar days from the Notice to Proceed with liquidated damages assessed at $500 per day for delays.
The estimated project cost is $430,000, with pricing submitted as lump-sum line items for each of the four pavilion locations plus a separate line item for bond costs. Contractors must provide proposal security via bid bond if the total base proposal exceeds $200,000 and are required to submit payment and performance bonds each at 100 percent of the contract price. Contractors must maintain comprehensive insurance coverage 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 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, and contractors must demonstrate a minimum of five years of relevant experience with three professional references from the last five years, register with and utilize the E-Verify system, and comply with applicable Davis-Bacon wage rate requirements.
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Text version
1 TYP
TYP
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REMOVE CONCRETE SLAB AT
DAMAGED AREAS AND AT NEW
COLUMN LOCATIONS.
GROUND FLOOR + 0' 0" A.F.F.
TOP OF GRADE
BEAM + 10'-11" A.F.F.
BOTTOM OF BEAM
1'-11"1'-6"
2'-0"
ROOF + 17'-5" A.F.F.
TOP OF ROOF
3'- 2"
6'- 4"
1'- 5"
4'- 1"
2'- 0"
GROUND FLOOR + 0' 0" A.F.F.
TOP OF GRADE
BEAM + 10'-11" A.F.F.
BOTTOM OF BEAM
ROOF + 17'-5" A.F.F.
TOP OF ROOF PROPOSED CUSTOM
METAL LOGO WITH
PERFORATED METAL
BACKING
'-6
6'-11" 8'-1" 7'-0"
SLOPE: 4:12SLOPE: 4:12 SLOPE: 4:12 SLOPE: 4:12
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REPLACE CONCRETE SLAB AT
DAMAGED AREAS AND AT NEW
COLUMN LOCATIONS.
'-0
'-0
'-0
15'-0"
'-0
NEW 15' X 30' 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
11 / A-101. SIGNED AND SEALED
ENGINEERING SHOP DRAWINGS
TO BE PROVIDED BY
MANUFACTURER.
TYP. SLAB REPAIR AS REQUIRED.
REFER TO DETAIL 13 AND 14 /
A-101.
TYP. ARCHITECTURAL COLUMN
WRAP REFER TO DETAIL 11 AND
12 / A-101.
2'- 0"
2'-0"
REV DATE DESCRIPTION
SHEET TITLE:
SHEET NUMBER:
DRAWN BY:
CHECKED BY:
PINES RECREATION
PAVILION
PLAN AND
ELEVATIONS
NA
ML
A-101
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
PROJECT
LOCATION
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6 ARCHITECTURAL SITE PLAN
SCALE: 1/8" = 1' 0"
1 GENERAL NOTES
SCALE: N.T.S
12 COLUMN WRAPPING DETAIL
SCALE: 1" = 1' 0"
10 NORTH & SOUTH ELEVATION
SCALE: 1/4" = 1' 0"
2 AERIAL PLAN
SCALE: N.T.S
LOCATION
13 CONCRETE SLAB EDGE
SCALE: 1" = 1'-0"
8 ROOF PLAN
SCALE: 3/16" = 1' 0"
7 FLOOR PLAN
SCALE: 3/16" = 1' 0"
5 DEMOLITION PLAN
SCALE: 1/8" = 1' 0"
9 EAST & WEST ELEVATION
SCALE: 3/16" = 1' 0" 11 COLUMN SECTION DETAIL (EXISTING FOOTING)
SCALE: 1" = 1' 0"
14 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.
3 SCOPE OF WORK
SCALE: N.T.S
4 DEMOLITION KEY NOTES
SCALE: N.T.S
PROJECT INFORMATION
PROJECT NAME: PINES RECREATION CENTER PAVILION REPLACEMENT
ADDRESS: 7400 PINES BLVD 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.
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.
AutoCAD SHX Text
CONCRETE
AutoCAD SHX Text
METAL PAVILION (COVERED CONCRETE)
AutoCAD SHX Text METAL COLUMN (0.5' x 0.65') (TYP.)
AutoCAD SHX Text
GRASS
AutoCAD SHX Text
8" X 8" THICK'D. EDGE W/ 1#5 BAR CONT. (TYP.) ON (3) SIDES
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
EXISTING GRADE (REFER TO SURVEY)
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
ALUMINUM PREFAB COLUMN
AutoCAD SHX Text
CONCRETE MASONRY UNIT
AutoCAD SHX Text
TYPE S MORTAR
AutoCAD SHX Text
STONE VENEER
AutoCAD SHX Text
PRECAST STONE CAP
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 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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