Construction_Drawings_for_Maxwell_Park.pdf
PDF 1 MB Posted
- Solicitation number
- RE-24-09
- Issued by
- Broward County, Florida
About this file
These architectural site plan construction drawings are for the City of Pembroke Pines' Paul J. Maxwell Park Shade Structure project located at 1200 SW 72nd Ave in Pembroke Pines, Florida. The project involves installing a new 38' x 20' rectangular hip roof shade structure to replace an existing structure, utilizing the current foundation. The new shade structure will be installed by Industrial Shadeports, Inc. or an approved equal manufacturer, with 5" steel columns to be placed on the existing concrete foundation. The drawings are dated 04/04/2024 and are part of a permit set with project number 1500-230812.
The construction documents specify that the project must follow the 8th Edition Florida Building Code (2023) and all applicable amendments. The contractor will be responsible for submitting product approval documentation and shop drawings with approved stamps to the building department prior to installation, and must obtain all necessary sub-permits. The site plan shows the shade structure's placement near an existing playground structure, with careful attention to maintaining required height clearances. The drawings include detailed site plans, existing footing details, and comprehensive general notes outlining the contractor's responsibilities for site preparation, coordination, and final cleanup.
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Text version
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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
MR
AS-101
1 ARCHITECTURAL SITE PLAN NOTES
4 EXISTING FOOTING DETAIL
SCALE: 1" = 1' - 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
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DESIGN
DELIVERABLE:
ISSUE DATE:
PROJECT NUMBER:
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PERMIT SET
04/04/2024
1500-230812
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.
PROJECT SCOPE:
NEW SHADE STRUCTURE IN PLACE OF EXISTING, TO BE INSTALLED ON
EXISTING FOUNDATION TO REMAIN.
38'-0"
'-0
MAINTAIN MIN.
6'-0"
15'-0" V.I.F.
8'-4" V.I.F.
NEW 38' X 20' RECTANGULAR HIP ROOF
SHADE STRUCTURE TO REPLACE EXISTING
ON EXISTING FOOTINGS, BY INDUSTRIAL
SHADEPORTS, INC. OR APPROVED EQUAL.
SIGNED AND SEALED ENGINEERING SHOP
DRAWINGS TO BE PROVIDED BY
MANUFACTURER.
NEW 5" STEEL COLUMN
INSTALLED ON EXISTING
CONCRETE FOUNDATION
BY INDUSTRIAL
SHADEPORTS, INC. OR
APPROVED EQUAL.
SIGNED AND SEALED
ENGINEERING SHOP
DRAWINGS TO BE
PROVIDED BY
MANUFACTURER.
'-1
0" V.I
.F.13' -10
" V .I.F
+5'
+5'
+5' +5'
+3'
+3'
+3'
EXISTING PLAYGROUND
STRUCTURE. MAINTAIN ALL HEIGHT
CLEARANCES AS REQUIRED.
REFER TO DETAIL 4/AS-101 FOR EXISTING
FOOTING INSTALLATION DETAIL.
Attachment E
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ONE
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STORY
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BUILDING
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EXIST.
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EX. 5'
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CONCRETE
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WALK
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ASPHALT PAVEMENT
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EX. ASPHALT PARKING
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EX. ASPHALT PARKING
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EX. ASPHALT PARKING
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EX. PLAYGROUND
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EQUIPMENT
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EX. TREE
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EX. TREE
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EX. TREE
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EX. PAVILION
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EX. PAVILION
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EX. PAVILION
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EX. PAVILION
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EX. TREE
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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' CONCRETE WALK
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EX. DRIVEWAY
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EX. SHADE
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EX. SHADE
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EX. BLEACHERS
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EX. DIAMOND FIELD
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EX. DIAMOND FIELD
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EX. PAVILION
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EX. GATE
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EX. GATE
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NEW 38' X 20' RECTANGULAR HIP
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ROOF SHADE STRUCTURE TO REPLACE EXISTING
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ON EXISTING FOUNDATION
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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 STEEL POST TO BE INSTALLED WITH STEEL PLATE AND ANCHOR BOLTS. PROVIDE SIGNED AND SEALED SHOP DRAWINGS FROM MANUFACTURER
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MIN. 12" COVER ABOVE CONCRETE FOOTING, TO MATCH EXISTING GRADE
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