Construction_Drawings_for_Josias_Dog_Park.pdf
PDF 1 MB Posted
- Solicitation number
- RE-24-09
- Issued by
- Broward County, Florida
About this file
This document is an architectural site plan for the Josias Park Shade Structures project located at 5836 SW 193rd Way in Pembroke Pines, Florida, prepared by Synalovski Romanik Saye, LLC. The plan details the installation of two 20' x 14' T-cantilever shade structures at the park, each featuring a 5" steel column and a 3'x3'x3' concrete foundation. The structures will be supplied by Industrial Shadeports, Inc. or an approved equal, with the requirement that the manufacturer provide signed and sealed engineering shop drawings. The architectural site plan is dated 08/07/2023 and is part of a permit set for the City of Pembroke Pines.
The document includes comprehensive general notes outlining construction requirements, referencing the 7th Edition Florida Building Code (2020) and specifying contractor responsibilities. A specific note references a geotechnical report and soil test by Federal Engineering and Testing, dated July 20, 2023, which should be consulted for footing design. The site plan shows the proposed shade structures will be integrated with existing site elements, including maintaining an existing concrete slab and bench. The contractor is instructed to submit all required product approval documentation and shop drawings to the building department for approval prior to installation, and is responsible for obtaining all necessary sub-permits.
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Text version
S W rd W
A Y
2 ARCHITECTURAL SITE PLAN
SCALE: 1" = 20'
3 DETAIL PLAN
SCALE: 1/4" = 1'
SHEET TITLE:
SHEET NUMBER:
DRAWN BY:
CHECKED BY:
ARCHITECTURAL
SITE PLAN
ML
MS
AS-101
1 ARCHITECTURAL SITE PLAN NOTES
4 DETAIL PLAN
SCALE: 1/4" = 1' 5 CONCRETE SLAB DETAIL
SCALE: 1" = 1' - 0"
20'-0"
14'-0"
5'-0"
4'-4"
3'-8"
5'-0"
20'-0"
14'-0"
5'-0"
5'-1"
4'-1"
5'-0"
SHEET TITLE:
SHEET NUMBER:
DRAWN BY:
CHECKED BY:
Copyright (c) by SYNALOVSKI ROMANIK SAYE, LLC All Rights Reserved.
REV DATE DESCRIPTION
LICENSE NO. AA26001863
CL
IE
N T:
DESIGN
DELIVERABLE:
ISSUE DATE:
PROJECT NUMBER:
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FL
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PERMIT SET
08/07/2023
1500-230219
10'-0" (MATCH EXIST.)4'-0"
NEW 4" CONCRETE SLAB TO
ALIGN WITH ADJACENT EXISTING
SLAB. REFER TO DETAIL 5/AS-101
FLUSH ALIGN
ALIGN
NEW 20' X 14' T-CANTILEVER SHADE
STRUCTURE BY INDUSTRIAL SHADEPORTS,
INC. OR APPROVED EQUAL. SIGNED AND
SEALED ENGINEERING SHOP DRAWINGS TO
BE PROVIDED BY MANUFACTURER.
ALIGN
ALIGN
NEW 20' X 14' T-CANTILEVER SHADE
STRUCTURE BY INDUSTRIAL SHADEPORTS,
INC. OR APPROVED EQUAL. SIGNED AND
SEALED ENGINEERING SHOP DRAWINGS TO
BE PROVIDED BY MANUFACTURER.
NEW 5" STEEL COLUMN AND
3'X3'X3' CONCRETE FOUNDATION
BY INDUSTRIAL SHADEPORTS, INC.
OR APPROVED EQUAL. SIGNED
AND SEALED ENGINEERING SHOP
DRAWINGS TO BE PROVIDED BY
MANUFACTURER.
NEW 5" STEEL COLUMN AND 3'X3'X3' CONCRETE FOUNDATION BY INDUSTRIAL
SHADEPORTS, INC. OR APPROVED EQUAL. SIGNED AND SEALED
ENGINEERING SHOP DRAWINGS TO BE PROVIDED BY MANUFACTURER.
GENERAL NOTES:
1. CONSTRUCTION SHALL FOLLOW "7TH EDITION FLORIDA BUILDING CODE
(2020)" 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.
NOTE:
WHEN CONSIDERING FOOTING DESIGN, SPECIALTY ENGINEER TO REFER
TO GEOTECHNICAL REPORT AND SOIL TEST BY FEDERAL ENGINEERING
AND TESTING, INC, DATED JULY 20, 2023.
EXISTING SLAB AND
BENCH TO REMAIN
EXISTING SLAB AND
BENCH TO REMAIN
Attachment F
AutoCAD SHX Text
EX. 8"-20'
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EX. 8"-20'
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EX. 8"-20'
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EX. SIGN WASTE STATION
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EX. 8"-20'
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EX. SIGN DOG BAGS
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EX. SIGN DOG BAGS
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EX. SIGN DOG BAGS
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EX. GATE
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EX. WATER FOUNTAIN
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EX. METER
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EX. WATER
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FOUNTAIN
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EX. PLAYGROUND
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EQUIPMENT
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EX. PLAYGROUND
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EQUIPMENT
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EX. PLAYGROUND
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EQUIPMENT
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EX BENCH ON CONCRETE SLAB
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EX. BENCH
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EX. HANDRAIL
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EX. DECK
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EX. 6' CHAIN
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LINK FENCE
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EX. 6' CHAIN LINK FENCE
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EX. 4' CHAIN LINK FENCE
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EX. SIGN
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EX. 6' CHAIN
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LINK FENCE
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EX. 4' CHAIN
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LINK FENCE
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EX. 6' CHAIN LINK FENCE
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EX. 6' CHAIN
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LINK FENCE
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ONE
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STORY
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BUILDING
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EX. 6' CONCRETE WALK
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EX. 6"-20'
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EX. WATER
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FOUNTAIN
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EX. GAZEBO
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EX. HANDRAIL
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RAMP
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EX. PLAYGROUND
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EQUIPMENT
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EX. PLAYGROUND
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EQUIPMENT
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EX. PLAYGROUND
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EQUIPMENT
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EX. PLAYGROUND
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EQUIPMENT
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EX. 6' CHAIN LINK FENCE
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EX. 6' ASPHALT WALK
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EX. BENCH
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ON CONCRETE
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SLAB
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EX. BENCH
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ON CONCRETE
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SLAB
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EX. ASPHALT PARKING
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EX. TRASH
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ON CONCRETE
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SLAB
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EX. TRASH CAN
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ON CONCRETE
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SLAB
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EX. DRAIN
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EX. DRAIN
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ASPHALT PAVEMENT
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EX. GATE
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EX. 5'
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CONCRETE
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WALK
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EX. ASPHALT PARKING
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EX. ASPHALT PARKING
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NEW 20'X14' T-CANTILEVER
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SHADE STRUCTURE
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NEW 20'X14' T-CANTILEVER
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SHADE STRUCTURE
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EX. JAPANESE FERN TREE
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EX. JAPANESE FERN TREE
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EX. JAPANESE FERN TREE
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EX. JAPANESE FERN TREE
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EX. MAHOGANY TREE
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EX. COOLHAVEN 18'X18' SHADE SAIL
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EXIST.
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EX. 6' ASPHALT WALK
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EX. JAPANESE FERN TREE
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EX. COOLHAVEN 18'X18' SHADE SAIL
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NEW 4" CONCRETE SLAB
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EX. GATE
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EX. GATE
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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)
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EXISTING GRADE (REFER TO SURVEY)
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CONT. 1/2" EXPANSION MATERIAL (TYPICAL)
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EXISTING CONC. SLAB
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