13-661-002CODE COMPLIANCE:
1. PLANS PART OF THIS SET ARE COMPLEMENTARY. INFORMATION IS NOT LIMITED TO ONE PLAN.
DRAWINGS AND SPECIFICATIONS ARE INSTRUMENTS OF SERVICE AND SHALL REMAIN THE
PROPERTY OF THE ARCHITECT, WHETHER THE PROJECT FOR WHICH THEY ARE MADE, IS EXECUTED
OR NOT. THESE PLANS WERE PREPARED TO BE SUBMITTED TO GOVERNMENTAL BUILDING
AUTHORITIES FOR REVISIONS FOR COMPLIANCE WITH APPLICABLE CODES, AND IT IS THE SOLE
RESPONSIBILITY OF THE GC, TO BUILD ACCORDING TO APPLICABLE BUILDING CODES AND
ACCORDING TO THE 2010 FLORIDA BUILDING CODE: RESIDENTIAL AND ANY OTHER APPLICABLE
LOCAL, STATE AND FEDERAL REGULATIONS. IT IS OUR PROFESSIONAL JUDGMENT AND TO THE BEST
OF OUR KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS COMPLY WITH THE
APPLICABLE CURRENT BUILDING CODES.
CONSTRUCTION DOCUMENTS:
1. IT IS THE INTENT OF THE "CONSTRUCTION DOCUMENTS" TO PRODUCE A COMPLETE AND
FINISHED PROJECT. ANY ITEM REQUIRED TO COMPLETE THE PROJECT, NOT SPECIFICALLY
INDICATED, BUT GENERALLY UNDERSTOOD TO BE REQUIRED TO COMPLETE THE JOB, SHALL BE
PART OF THE "CONSTRUCTION DOCUMENTS ".
2. ALL ELECTRICAL, MECHANICAL AND PLUMBING WORK SHOWN ON THESE DRAWINGS ARE
INCIDENTAL TO THE PRACTICE OF THE ARCHITECTURE, UNLESS THESE DRAWINGS ARE PREPARED,
SIGNED AND SEALED BY A REGISTERED PROFESSIONAL ENGINEER, IN WHICH CASE THIS
PROFESSIONAL ENGINEER WILL BE RESPONSIBLE FOR THE DESIGN AND PERFORMANCE OF THE
CORRESPONDING ELECTRICAL WORK.
4. GC SHALL PROVIDE A COMPLETE SET OF DRAWINGS TO ALL DIFFERENT SUBCONTRACTORS
OF THE JOB (ELECTRICAL, PARTITIONS, ETC.) TO COORDINATE THEIR WORK. ANY DISCREPANCY
AND /OR CONFLICT ON THE DRAWINGS SHALL BE NOTIFIED TO THEARCHITECT /ENGINEER BEFORE
PROCEEDING WITH ANY INSTALLATION. FAILURE TO DO SO, WILL BE THE ENTIRE RESPONSIBILITY OF
THE GENERAL CONTRACTOR, AND /OR THE SUBCONTRACTOR.
5. FOR STANDARD CONSTRUCTION DETAILS NOT SHOWN ON PLANS, GC SHALL CONSULT THE
ARCHITECT /ENGINEER AND /OR PROCEED IN ACCORDANCE WITH THE APPLICABLE CODES AND
GOOD ESTABLISHED STANDARD CONSTRUCTION PRACTICES.
6. MANUFACTURERS TO PROVIDE SHOP DRAWINGS AND SAMPLES FOR ITEMS DESIGNATED BY
THE ARCHITECT /ENGINEER TO BE APPROVED. BRAND NAME PRODUCTS AND MATERIALS ARE
CALLED FOR, TO ESTABLISH A STANDARD OF QUALITY. GENERAL CONTRACTOR, AND /OR
SUBCONTRACTOR MAY PROPOSE THE USE OF COMPARABLE PRODUCTS BY OTHER
MANUFACTURERS AND, IF ACCEPTABLE TO THE OWNER AND ARCHITECT, WILL BE APPROVED FOR
USE IN THE PROJECT. ORIGINAL BIDS ARE TO BE BASED ON PRODUCTS SPECIFIED. ALL MATERIALS
USED SHALL BE NEW AND DELIVERED TO THE JOB IN ORIGINAL SEALED CONTAINERS BEARING
ORIGINAL MANUFACTURERS LABELS. ALL WORK AND /OR MATERIAL SHALL BE INSTALLED IN STRICT
ACCORDANCE WITH MANUFACTURERS OR INDUSTRIES RECOMMENDATIONS OR SPECIFICATIONS.
7. THESE PLANS ARE THE PROPERTY OF THE ARCHITECT AND SHALL NOT BE USED,
REPRODUCED, OR CHANGED IN ANY WAY WITHOUT THE EXPRESSED WRITTEN CONSENT OF THE
ARCHITECT.
PERMIT:
1. IN ADDITION TO THE REQUIREMENTS OF THIS PERMIT, THERE MAY BE ADDITIONAL
RESTRICTIONS APPLICABLE TO THIS PROJECT THAT MAY BE FOUND IN THE PUBLIC RECORDS OF
THIS COUNTY.
2. THE GC SHALL OBTAIN ALL REQUIRED PERMITS. ALL WORK SHALL COMPLY WITH THE LATEST
EDITION OF THE APPLICABLE 2010 FLORIDA BUILDING CODE.
SITEWORK:
1. THE GC SHALL VISIT THE SITE OF THE WORK AND CAREFULLY EXAMINE THE DRAWINGS AND
CHECK AND VERIFY ALL DIMENSIONS, ELEVATIONS AND OTHER EXISTING FIELD - CONDITIONS
BEFORE COMMENCING THE WORK. NO DEVIATION OF THE APPROVED SET OF DRAWINGS SHALL BE
MADE IN THE FIELD WITHOUT WRITTEN AUTHORIZATION OF THE ARCHITECT /ENGINEER.
ARCHITECT /ENGINEER SHALL PREPARE REVISED DRAWINGS AND GC AND /OR TENANT MUST GET
APPROVAL FROM THE BUILDING DEPARTMENT AND SUBSTITUTE THE VOIDED ORIGINAL DRAWINGS.
2. IT IS THE GC RESPONSIBILITY TO FIELD VERIFY ALL EXISTING CONDITIONS.
DEMOLITION:
1. THE GC SHALL REMOVE DEBRIS, CONSTRUCTION MATERIALS AND WASTE FROM SITE TO
ASSURE MINIMUM INTERFERENCE WITH STREETS AND WALKS. THE GC SHALL KEEP THE PREMISES
FREE FROM ACCUMULATION OF WASTE MATERIAL AND RUBBISH. AT THE COMPLETION OF HIS
WORK, HE SHALL REMOVE FROM THE PREMISES ALL RUBBISH, IMPLEMENTS AND SURPLUS
MATERIALS AND LEAVE THE BUILDING CLEAN.
2. CLEANUP: IN ADDITION TO THE REMOVAL OF ALL CONSTRUCTION DEBRIS FROM THE
PREMISES, IT IS THE FINAL RESPONSIBILITY OF THE GC TO REMOVE ALL SMUDGES, SPOTS OF
PLASTER, PUTTY, CAULKING COMPOUND, ADHESIVE, PAINT AND PENCIL MARKINGS, TAGS AND
DESTINATION LABELS NOT CALLED FOR AS BEING PERMANENT. THE GC SHALL ALSO CLEAN EACH
AREA SEPARATELY, INCLUDING THE WASHING OF ALL WINDOWS PRIOR TO HANDING THE
COMPLETED PROJECT OVER TO THE OWNER.
3. IN ADDITIONS AND REMODELINGS: THE GC SHALL BE RESPONSIBLE FOR ALL DAMAGE TO
EXISTING WORK, MATERIALS, AND EQUIPMENT AS A RESULT OF HIS OPERATIONS. ALL DAMAGE
WORK SHALL BE REPAIRED OR REPLACED WITH MATERIALS OF THE LIKE TYPE, QUALITY AND
FINISH BY SKILLED MECHANICS OF THE TRADES INVOLVED AT NO ADDITIONAL COST TO THE
OWNER AND TO THE FULL SATISFACTION OF THE ARCHITECT /ENGINEER.
4. THE GC SHALL BE RESPONSIBLE FOR THE DEMOLITION AND REMOVAL OF DEBRIS REQUIRED
TO COMPLETE THE CONSTRUCTION AS SPECIFIED ON THE DRAWINGS. EXISTING UNUSED
ELECTRIC AND PLUMBING SHALL BE REMOVED OR ADEQUATELY CAPPED AS ALLOWED BY CODE.
BUILDING GENERAL REQUIREMENTS INFORMATION:
GENERAL CONTRACTOR (GC)
THE GC SHALL PERFORM ALL WORK REQUIRED UNDER THIS JOB FOR A COMPLETE INSTALLATION,
AND IN SUCH MANNER THAT SURFACES NOT AFFECTED BY REMOVAL OF EXISTING, OR FROM NEW
WORK SHALL REMAIN UNDISTURBED, AND NORMAL ACTIVITIES AT THE INSTALLATION MAY
CONTINUE WITH THE LEAST POSSIBLE INTERFACE. ALL DEBRIS SHALL BE REMOVED FROM THE SITE
OF THE WORK AT THE END OF EACH WORKING DAY.
CONSTRUCTION MEANS AND METHODS:
1. THE GC IS TO BE SOLELY RESPONSIBLE FOR THE CONSTRUCTION MEANS AND METHODS,
TECHNIQUES, SEQUENCES, PROCEDURES AND SAFETY REGULATIONS IN CONNECTION WITH THE
WORK.
2. THE GC SHALL BE RESPONSIBLE FOR COORDINATING AND SECURING APPROVALS FOR ALL
THE INSPECTIONS WITH THE BUILDING DEPARTMENT, AND ORDERING AND PERFORMING MATERIALS
TESTS. THE GC SHALL KEEP A LOG OF THE INSPECTIONS AND THE PERFORMED TESTS FOR THE
OWNER AND ARCHITECT /ENGINEER.
SUBCONTRACTORS:
1. EACH SUBCONTRACTOR FOR THIS PROJECT SHALL STUDY AND FAMILIARIZE HIMSELF WITH
THE SITE, AND WITH ALL THE DRAWINGS FOR ALL THE TRADES AND PARTS OF THE WORK. SHOULD
ANY CONTRACTOR OR SUBCONTRACTOR HAVE THE OPINION THAT THERE EXISTS IN THE
ARCHITECTURAL DRAWINGS ANY ERRORS OR DISCREPANCIES, OR THAT CONDITIONS OF THE
WORK OF ANY OTHER SUBCONTRACTOR IS SUCH THAT IT WILL PREVENT HIM FROM COMPLETING
HIS WORK IN A COMPETENT MANNER, HE SHALL NOTIFY THE ARCHITECT OF SUCH BEFORE
PROCEEDING WITH HIS WORK.
2. NO SUBCONTRACTOR SHALL BEGIN HIS WORK UNLESS THE PREVIOUS TRADES, UPON WHOM
HE IS DEPENDENT, HAS PERFORMED THEIR WORK SATISFACTORILY ACCORDING TO THE PLANS AND
SPECIFICATIONS. ONCE THE CONTRACTOR OR SUBCONTRACTOR HAS STARTED HIS WORK, HE
ASSUMES FULL RESPONSIBILITY FOR THAT WORK, BOTH FOR MATERIALS AND LABOR PERFORMED.
ALL SUBCONTRACTORS ARE RESPONSIBLE FOR REMOVING DEBRIS RESULTING FROM THEIR WORK
FROM THE PREMISES.
3. EACH SUBCONTRACTOR SHALL DETERMINE AND VERIFY ALL DIMENSIONS AND CONDITIONS
AT THE BUILDING SITE, AND SHALL BE RESPONSIBLE FOR SAME BEFORE COMMENCING THE WORK.
DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND /OR ENGINEER, AND SHALL BE
RESOLVED BEFORE RESUMING THE WORK. DIMENSIONS SHALL BE READ, AND NEVER SCALED OR
ESTIMATED FROM THE ARCHITECTURAL DRAWINGS.
CUTTING, PATCHING & FINISHES:
1. IN REMODELING, GC SHALL DO ALL CUTTING AND PATCHING OF PARTITIONS, ETC., AS MAY BE
REQUIRED FOR ALL TRADES TO ACCOMPLISH ALL WORK REQUIRED BY THESE CONTRACT
DOCUMENTS. GC AND /OR TENANT SHALL DO ALL PATCHING AND PROVIDE NEW FINISHES TO
MATCH EXISTING SO AS TO MAKE THE PATCHED AREA INDISCERNIBLE TO THE ADJACENT AREA.
ALL EXISTING SURFACES SUCH AS WALL, FLOORS, CEILINGS, ETC., THAT ARE AFFECTED BY THESE
ALTERATIONS ARE TO HAVE NEW MATERIAL AND FINISH AS REQUIRED TO MATCH ALL ADJACENT
EXISTING FINISHES. ALL ROOF PENETRATIONS ARE TO BE COMPLETED BY THE LANDLORD'S
REQUIRED ROOFING CONTRACTOR AT THE TENANT'S EXPENSE.
2. ALL SURFACES ERECTED, OR INSTALLED ON THE PROJECT WHICH DO NOT HAVE A FACTORY
PRE - FINISHED ARE TO BE FINISHED ACCORDING TO THE "FINISH SCHEDULE" SHOWN ON THESE
CONTRACT DOCUMENTS.
PARTITIONS:
1. GENERAL CONTRACTOR AND /OR TENANT SHALL COORDINATE THICKNESS OF PARTITIONS TO
ACCOMMODATE MECHANICAL, PLUMBING, ELECTRICAL WORK, AND PRE -MADE ITEMS LIKE
BATHTUBS, PRE -HUNG DOORS, ETC. DIMENSIONS SHOWN ON PLANS ARE NOMINAL. DIMENSIONS
TAKE PRECEDENCE OVER SCALE. DO NOT SCALE DRAWINGS.
2. FIREPROOFING SHALL BE PROVIDED FOR ALL PIPE PENETRATIONS THROUGH FIRE RESISTIVE
WALLS AND PARTITIONS.
SAFETY:
1. GC SHALL BE RESPONSIBLE FOR THE SAFETY OF THE STRUCTURES AND PERSONNEL
DURING THE WORK. SCAFFOLDING AND REMOVAL OF FORMS SHALL BE PERFORMED BY THE GC IN
A SAFE MANNER, IN ACCORDANCE WITH THE CODES AND THE ESTABLISHED ACCEPTABLE
PRACTICES, AND IS TOTALLY RESPONSIBLE FOR IT. GC SHALL BE RESPONSIBLE FOR ADEQUATE
BRACING OF ALL STRUCTURAL MEMBERS, SUCH AS WALLS, COLUMNS, BEAMS, TRUSSES, ETC.,
DURING CONSTRUCTION.
GUARANTEE:
1. GC WILL GUARANTEE IN WRITING ALL MATERIALS AND WORKMANSHIP FOR A MINIMUM
PERIOD OF ONE YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER AND /OR BUILDING
AUTHORITIES AND WILL, AT HIS OWN COST, REPAIR OR REPLACE ALL WORK OR DAMAGES CAUSED
BY WORK WHICH BECOMES DEFECTIVE DURING THE TERM OF THE GUARANTEE.
RESIDENTIAL SWIMMING BARRIER REQUIREMENTS:
R4101.17 RESIDENTIAL SWIMMING BARRIER REQUIREMENT. RESIDENTIAL SWIMMING POOLS SHALL
COMPLY WITH SECTIONS R4101.17.1 THROUGH R4101.17.3.
EXCEPTION: A SWIMMING POOL WITH AN APPROVED SAFETY POOL COVER COMPLYING WITH ASTM F
1346.
R4101.17.1 OUTDOOR SWIMMING POOLS. OUTDOOR SWIMMING POOLS SHALL BE PROVIDED WITH A
BARRIER COMPLYING WITH R4101.17.1.1 THROUGH R4101.17.1.14.
R4101.17.1.1 THE TOP OF THE BARRIER SHALL BE AT LEAST 48 INCHES (1219 MM) ABOVE GRADE
MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL. THE
MAXIMUM VERTICAL CLEARANCE BETWEEN GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2
INCHES (51 MM) MEASURED ON THE SIDE OF THE BARRIER WHICH FACES AWAY FROM THE SWIMMING
POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE GRADE THE BARRIER MAY BE AT GROUND
LEVEL OR MOUNTED ON TOP OF THE POOL STRUCTURE. WHERE THE BARRIER IS MOUNTED ON TOP OF
THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BETWEEN THE TOP OF THE POOL
STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES (102 MM).
R4101.17.1.2 THE BARRIER MAY NOT HAVE ANY GAPS, OPENINGS, INDENTATIONS, PROTRUSIONS, OR
STRUCTURAL COMPONENTS THAT COULD ALLOW A YOUNG CHILD TO CRAWL UNDER, SQUEEZE
THROUGH, OR CLIMB OVER THE BARRIER AS HEREIN DESCRIBED BELOW. ONE END OF A REMOVABLE
CHILD BARRIER SHALL NOT BE REMOVABLE WITHOUT THE AID OF TOOLS. OPENINGS IN ANY BARRIER
SHALL NOT ALLOW PASSAGE OF A 4- INCH - DIAMETER (102 MM) SPHERE.
R4101.17.1.3 SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS
OR PROTRUSIONS EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS.
R4101.17.1.4 WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE
DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES (1 143 MM), THE
HORIZONTAL MEMBERS SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING
BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 1 3/4 INCHES (44 MM) IN WIDTH. WHERE THERE ARE
DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED
1 3/4 INCHES (44 MM) IN WIDTH.
R4101.17.1.5 WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE
DISTANCE BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES (1 143 MM) OR MORE,
SPACING BETWEEN VERTICAL MEMBERS SHALL NOT EXCEED 4 INCHES (102 MM). WHERE THERE ARE
DECORATIVE CUTOUTS WITHIN VERTICAL MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED
1 3/4 INCHES (44 MM) IN WIDTH.
R4101.17.1.6 MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2 1/4 INCH SQUARE (57 MM)
UNLESS THE FENCE IS PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE
OPENINGS TO NO MORE THAN 1 3/4 INCHES (44 MM).
R4101.17.1.7 WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING
FORMED BY THE DIAGONAL MEMBERS SHALL BE NO MORE THAN 1 3/4 INCHES (44 MM).
R4101.17.1.8 ACCESS GATES, WHEN PROVIDED, SHALL BE SELF - CLOSING AND SHALL COMPLY WITH THE
REQUIREMENTS OF SECTIONS 114101.17.1.1 THROUGH R4101.17.1.7 AND SHALL BE EQUIPPED WITH A
SELF - LATCHING LOCKING DEVICE LOCATED ON THE POOL SIDE OF THE GATE. WHERE THE DEVICE
RELEASE IS LOCATED NO LESS THAN 54 INCHES (1372 MM) FROM THE BOTTOM OF THE GATE, THE
DEVICE RELEASE MECHANISM MAY BE LOCATED ON EITHER SIDE OF THE GATE AND SO PLACED THAT IT
CANNOT BE REACHED BY A YOUNG CHILD OVER THE TOP OR THROUGH ANY OPENING OR GAP FROM
THE OUTSIDE. GATES THAT PROVIDE ACCESS TO THE SWIMMING POOL MUST OPEN OUTWARD AWAY
FROM THE POOL. THE GATES AND BARRIER SHALL HAVE NO OPENING GREATER THAN 1/2 INCH (12.7
MM) WITHIN 18 INCHES (457 MM) OF THE RELEASE MECHANISM.
R4101.17.1.9 WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE
FOLLOWING SHALL APPLY:
1. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE
EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM SOUND PRESSURE
RATING OF 85 DB A AT 10 FEET (3048 MM). ANY DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST
54 INCHES (1372 MM) ABOVE THE THRESHOLD OF THE ACCESS. SEPARATE ALARMS ARE NOT REQUIRED
FOR EACH DOOR OR WINDOW IF SENSORS WIRED TO A CENTRAL ALARM SOUND WHEN CONTACT IS
BROKEN AT ANY OPENING.
EXCEPTIONS:
A. SCREENED OR PROTECTED WINDOWS HAVING A BOTTOM SILL HEIGHT OF 48 INCHES 0 219 MM) OR
MORE MEASURED FROM THE INTERIOR FINISHED FLOOR AT THE POOL ACCESS LEVEL.
B. WINDOWS FACING THE POOL ON FLOOR ABOVE THE FIRST STORY.
C. SCREENED OR PROTECTED PASS- THROUGH KITCHEN WINDOWS 42 INCHES (1067 MM) OR HIGHER
WITH A COUNTER BENEATH.
2. ALL DOORS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH A
SELF - CLOSING, SELF - LATCHING DEVICE WITH POSITIVE MECHANICAL LATCHING /LOCKING INSTALLED A
MINIMUM OF 54 INCHES (1372 MM) ABOVE THE THRESHOLD, WHICH IS APPROVED BY THE AUTHORITY
HAVING JURISDICTION. =, : F SOUTH MIAMI
21 ILDING DEPT.
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Residence: 8360 INVESTMENTS LLC
Job number:
Client Approval:
Date:06 /3/13
Date: Revision: By:
Sheet: A -3
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Residence: 8360 INVESTMENTS LLC
Job number:
Client Approval:
Date:06 /3/13
Date: Revision: By:
Sheet: A -3
General Notes Scale: Varies