Plan Review Notes
Plan Review Notes For Permit 04110961
Permit Number 04110961
Review Stop B
Sequence Number 1
Notes
Date Text
2005-01-05 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
 F.S.= FLORIDA (STATE) STATUTE
  
  
 1) WORKING DRAWING REVIEW ONLY.NO
 PERMIT CAN BE ISSUED UNTIL THE PERMIT
 APPLICATION AND FEES ARE SUBMITTED.
  
 2) NOTE THAT THE NOTICE OF
 COMMENCEMENT,
 IMPACT FEE RECEIPT AND SPECIAL
 INSPECTOR
 AGREEMENT WILL BE REQUIRED BEFORE A
 PERMIT CAN BE ISSUED.ALSO A
 DECLARATION OF CONDOMINIUM WILL BE
 REQUIRED BEFORE CERTIFICATE OF
 OCCUPANCY.
  
 3) FBC* 104.2.1.2BUILDING DATA.THE
 BUILDING AREAS, CONSTRUCTION TYPE AND
 OTHER CODE/BUILDING DESIGN CRITERIA
 SHALL BE STATED ON THE PLANS.A
 COMPLETE REVIEW COULD NOT BE CARRIED
 OUT
 WITHOUT THIS INFORMATION AND THE
 FOLLOWING LIST OF COMMENTS IS NOT
 EXHAUSTIVE.
  
 4) FBC* 104.2.4SITE SURVEY.A SIGNED
 AND SEALED SURVEY DRAWING PREPARED BY A
 LICENSED SURVEYOR/MAPPER IS REQUIRED.
 (REF: 472.025(1) FL. STATUTES).UNITY
 OF TITLE AND HORIZONTAL SEPARATION
 REQUIREMENTS CANNOT BE ASSESSED WITHOUT
 A SITE SURVEY.
  
 5) A SEPARATE PERMIT APPLICATION WILL
 BE
 REQUIRED FOR THE SWIMMING POOL AND SPA.
  
 6) FBC* 1804.2.2SHEET S-0, GENERAL
 NOTES - FOUNDATIONS. THE NOTES STATE
 THAT SHALLOW FOUNDATIONS ARE TO BE
 USED,
 "...AS PER ARDAMAN & ASSOCIATES SOIL
 REPORT DATED 10/13/03".THIS DOES NOT
 CORRELATE TO SHEET S-2.1 WHICH SHOWS
 THAT THE STRUCTURE WILL HAVE PILED
 FOUNDATIONS.AMEND SHEET S0.0 TO
 REFERENCE THE CORRECT FOUNDATION TYPE
 AND SOIL REPORT AND SUBMIT THREE COPIES
 OF THE APPROPRIATE SOIL REPORT.
  
 7) FBC 13-103.0ENERGY CODE COMPLIANCE
 SHALL BE DEMONSTRATED BY SUBMITTAL OF
 APPROPRIATE CODE COMPLIANCE FORMS
  
 8) SUBMIT PRODUCT APPROVALS FOR THE
 WINDOWS, STOREFRONTS, EXTERIOR DOORS
 AND ROOFING PRODUCTS.
  
 9) FBC 11-4.1.2(5)(A)SHEET A0-2,
 ACCESSIBLE PARKING.AS 514 PARKING
 SPACES ARE BEING PROVIDED UNDER PHASE
 1,
 11 SPACES ARE REQUIRED TO BE
 ACCESSIBLE.
 THE PLANS CURRENTLY SHOW ONLY 9
 ACCESSIBLE SPACES AND ONLY ONE OF THOSE
 IS LOCATED ON THE GROUND FLOOR.AMEND
 THE PLANS.
  
 10) FBC 11-4-1-2(5)(B)VAN ACCESSIBLE
 PARKING SPACES.TWO OF THE REQUIRED
 ACCESSIBLE SPACES SHALL BE VAN
 ACCESSIBLE WITH AN ADDITIONAL SIGN
 "VAN-ACCESSIBLE" MOUNTED BELOW THE
 ACCESSIBILITY SYMBOL.THE ENTIRE ROUTE
 FROM THESE SPACES TO THE SITE ENTRANCE
 AND EXIT SHALL HAVE A MINIMUM VERTICAL
 CLEARANCE OF 98 INCHES.
  
 11) FBC 11-4.8.2SHEET A1-9, POOL DECK
 AND CLUBHOUSE ACCESSIBILITY RAMPS.
 ANNOTATE THE PLAN TO INCLUDE THE
 FINISHED FLOOR LEVEL OF THE CLUBHOUSE
 AND POOL DECK SO THAT THE SLOPE OF THE
 RAMPS CAN BE CHECKED.
  
 12) FBC 411.2.3SHEETS A1-3, A1-4 AND
 A1-7, VEHICLE IMPACT GUARDRAILS.MIN.
 2FT HIGH IMPACT GUARDRAILS SHALL BE
 SPECIFIED AT THE END OF PARKING SPACES
 AND TRAVEL LANES THAT TERMINATE AT THE
 PERIMETER OF THE STRUCTURE AND AT THE
 END OF PARKING SPACES WERE THE
 DIFFERENCE IN ADJACENT FLOOR ELEVATION
 EXCEEDS 1FT.AMEND THE PLANS/DETAILS
 AND SPECIFY VEHICLE IMPACT GUARDRAILS
 DESIGNED FOR A MINIMUM ULTIMATE
 HORIZONTAL LOAD OF 10,000 LB APPLIED 18
 INCHES ABOVE FLOOR LEVEL.
  
 13) FBC 411.3.2SHEETS A4-4 AND A4-6,
 PARKING GARAGE EXTERIOR WALL.IN ORDER
 FOR THE PARKING GARAGE TO CONSIDERED
 'OPEN', PROVIDE DIMENSIONS AND AREA
 CALCULATIONS FOR THE SOUTH AND EAST
 EXTERIOR WALL OPENING TO SHOW THAT AT
 LEAST 50% OF THE WALL IS 'OPEN'.
  
 14) FBC 412.5SMOKE CONTROL.PROVIDE
 DETAILS FOR THE PROPOSED METHOD OF
 SMOKE
 CONTROL (SEE ALSO MECHANICAL PLAN
 REVIEW
 COMMENT# 12)
  
 15) FBC 601.1SHEET A0-3 TO A0-8, FIRE
 RESISTANCE OF STRUCTURAL ELEMENTS.THE
 'FIRE PROTECTION COMPONENTS' NOTE DOES
 NOT STATE THE DESIGN FIRE RESISTANCE OF
 THE COLUMN, WALL, FLOOR, ROOF STRUCTURE
 ETC NEEDED TO CONFORM TO THE REQUIRED
 CONSTRUCTION TYPE I.AMEND THE PLANS
 OR
 ADD THIS INFORMATION TO STRUCTURAL
 SHEET
 S-0.0
  
 16) FBC 705.1.2SHEET A3-1, THE DOOR
 SCHEDULE IS NOT COMPLETE.REVIEW OF
 THE
 DOORS COULD NOT BE CARRIED OUT.
  
 17) FBC 705.1.2SHEET A0-3, TRASH ROOM
 #2 FIRE RESISTANCE.AMEND THE PLAN TO
 SHOW THE FIRE RESISTANCE OF TRASH ROOM
 #2.
  
 18) FBC 1003.1SHEET A0-3, OCCUPANT
 LOAD.PROVIDE A TABLE WITH A
 FLOOR-BY-FLOOR BREAKDOWN OF ROOM TYPE,
 AREA AND NUMBER OF OCCUPANTS TO
 FACILITATE VERIFICATION OF ADEQUATE
 EGRESS/EXIT PROVISION
  
 19) FBC 1005.6SMOKEPROOF ENCLOSURES.
 IS NATURAL VENTILATION OR STAIR
 PRESSURIZATION PROPOSED?ANNOTATE THE
 PLANS TO CLARIFY.
  
 20) FBC 1007SHEETS A7-0, A7-1 AND
 A7-3.NO DETAILS ARE INCLUDED FOR
 STAIR
 #4 ON THESE SHEETS.PROVIDE DETAILS,
 INCLUDING STAIR WIDTH.
  
 21) FBC 1007.6.3SHEET A7-0, STAIR #3
 WIDTH.AMEND THE PLAN TO SHOW
 DIMENSIONS FOR THE WIDTH OF STAIR #3.
  
 22) FBC 1007.8.1SHEET A7-4, WINDERS
 SHALL HAVE A MINIMUM TREAD DEPTH OF
 6 INCHES.ANNOTATE THE PLAN TO
 DEMONSTRATE COMPLIANCE.
  
 23) FBC 1608.2.1SHEET A8-0, HANDRAIL
 LINE LOAD.THE 'GENERAL NOTES' ARE
 MISSING A NUMERICAL VALUE FOR THE LINE
 LOADING STATED UNDER 'FBC 1608.2.1.2'.
 THE REQUIRED MINIMUM IS 50 PLF.
 CORRECT
 THE NOTE.
  
 24) FBC 1608.2.2SHEET A8-0, GUARDRAIL
 DESIGN STRENGTH REQUIREMENTS ARE
 DIFFERENT TO THOSE FOR HANDRAILS (WHICH
 ARE STATED UNDER 'GENERAL NOTES').
 THE
 GUARDRAIL SHALL BE DESIGNED AND
 CONSTRUCTED FOR A CONCENTRATED LOAD OF
 200 LB APPLIED IN ANY DIRECTION AT THE
 TOP OF THE GUARDRAIL, A CONCENTRATED
 HORIZONTAL LOAD OF 200 LB APPLIED ON A
 1
 SQ FT AREA AT ANY POINT, AND A LINE
 LOAD
 OF 50 PLF APPLIED HORIZONTALLY AT THE
 REQUIRED GUARDRAIL HEIGHT WITH A
 SIMULTANEOUS LINE LOAD OF 100 PLF
 APPLIED VERTICALLY DOWNWARD ON THE TOP
 OF THE GUARDRAIL. THESE LOADS SHALL NOT
 BE APPLIED SIMULTANEOUSLY (UNLESS NOTED
 ABOVE) BUT SHALL BE APPLIED
 INDIVIDUALLY
 TO PRODUCE MAXIMUM STRESS IN EACH OF
 THE
 COMPONENTS OR SUPPORTS.AMEND/ANNOTATE
 THE PLANS.
  
 25) FAIR HOUSING DESIGN MANUAL PAGES
 4.14 AND 4.15.SHEET A3-1 SHALL
 INCLUDE
 DETAILS TO SHOW COMPLIANCE WITH THE
 FAIR
 HOUSING THRESHOLD REQUIREMENTS FOR THE
 SLIDING GLASS DOORS TO THE
 BALCONY/TERRACE.
  
 26) FAIR HOUSING DESIGN MANUAL PAGES
 7.3
 TO 7.30.SHEETS A2.0 TO A2.17 ARE NOT
 COMPLETE.CLEAR FLOOR SPACE IS NOT
 SHOWN AT ALL APPLIANCES AND FIXTURES IN
 ALL UNITS (SEE PLUMBING PLAN REVIEW)
 AMEND THE PLANS.
  
 27) FBC 3502SHEET S-0.0 GENERAL
 NOTES.
 THE PLAN CITES ACI 318-99 (REQUIREMENTS
 FOR STRUCTURAL CONCRETE) UNDER THE
 HEADING 'CODES' AND AGAIN UNDER THE
 HEADING 'THRESHOLD BUILDING INSPECTION
 PLAN'.THE CODE REFERENCED VERSION IS
 ACI 318-02.AMEND THE NOTE.
  
 28) FBC* 105.13.1SHEET S-0.0
 THRESHOLD
 BUILDING INSPECTION PLAN.THE
 INSPECTION PLAN INCLUDES A PROJECT
 DESCRIPTION WHICH IS NOT APPLICABLE TO
 THIS PROJECT AND LISTS SHEET NUMBERS
 WHICH ARE NOT APPLICABLE TO THIS
 PROJECT.AMEND THE THRESHOLD
 INSPECTION
 PLAN.
  
 29) FBC 104.2.1SHEET S-0.0DRAWING
 INDEX.SOME SHEET NUMBERS LISTED ON
 THE
 DRAWING INDEX ARE MISSING FROM THE PLAN
 SET.SOME OF THE FRAMING PLANS ARE NOT
 COMPLETE.A FULL REVIEW COULD NOT BE
 CARRIED OUT.SUBMIT COMPLETED
 STRUCTURAL PLANS.
  
 30) FBC 1606.1SHEETS S-1.00 AND
 S-1.01
 DO NOT SHOW ANY PILE CAPS AT THE SHEAR
 WALL LOCATIONS.SUBMIT COMPLETED
 FOUNDATION PLANS.
  
 31) FBC 1606.1.1SHEET S-0.0WIND
 LOADS.SUBMIT THREE COPIES OF THE RWDI
 WIND TUNNEL TEST REPORT REFERENCED
 UNDER
 THE TITLE 'WIND LOADS".
  
 32) FBC* 104.2.1THE PLANS ARE NOT
 COMPLETE.A FULL REVIEW COULD NOT BE
 CARRIED OUT.THIS MAY RESULT IN
 ADDITIONAL REVIEW COMMENTS WHEN THE
 PLANS ARE RESUBMITTED.
  
 33) TO EXPEDITE REVIEW OF A RESUBMITTAL
 WHICH REQUIRES NEW PLANS IN ORDER TO
 ADDRESS THE ABOVE COMMENTS, THE OLD
 SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHOULD BE STAPLED/CLIPPED TO THE
 REMAINING OLD SHEETS, TO FORM A SET OF
 'OLD/VOID SHEETS', FOR COMPARISON OF
 REVISIONS WHEN REVIEWING THE
 RESUBMITTED
 PLANS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL
 INFO
 TELEPHONE: (561) 805 6716ROBERT
 BROWN
 E-MAIL: [email protected]


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