Plan Review Notes
Plan Review Notes For Permit 01100606
Permit Number 01100606
Review Stop B
Sequence Number 1
Notes
Date Text
2001-11-27 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN
 TEL: (561) 659 8096 EXT 8499
  
 SBC = STANDARD BUILDING CODE
 SBC* = STANDARD BUILDING CODE (AMENDMENT
 S)
 FL ACC CODE = FLORIDA ACCESSIBILITY CODE
 FL ENERGY CODE = FLORIDA ENERGY EFFICIEN
 CY CODE FOR BUILDING CONSTRUCTION
  
  
 1) SBC* 104.2.3 DRAWING SHEETS S-1, S-2
 AND S-3 SHALL BE SIGNED AND SEALED.
  
 2) SBC* 104.2.5 SUBMIT A SURVEY DRAWING
 SIGNED AND SEALED BY A QUALIFIED
 SURVEYOR.
  
 3) AMEND ALL SECTION AND DETAIL MARKERS
 AND LABELS SO THAT THEY REFER TO THE
 CORRECT DRAWING SHEET NUMBER AS PER THE
 SYMBOL LEGEND ON SHEET SP-1.
  
 4) FL ENERGY CODE 103.0 SUBMIT THE
 APPROPRIATE ENERGY CONSERVATION CODE
 COMPLIANCE FORM.
  
 5) SBC 1006.2.2 EXTERIOR EXITWAY PORCHES
 AND STAIRS SHALL BE LOCATED AT LEAST 10
 FT FROM ADJACENT PROPERTY LINES.
  
 6) SBC 1006.2.4 OPENINGS IN WALLS WITHIN
 10 FT OF EXTERIOR EXITWAY STAIRS SHALL
 BE EQUIPPED WITH FIXED 3/4 HOUR
 ASSEMBLIES.
  
 7) SBC 1007.1.4 CLOSETS SHALL NOT BE
 LOCATED BENEATH STAIRS UNLESS SUCH
 STAIRS ARE PROTECTED AS REQUIRED BY
 1006.1.1.SUBMIT DETAILS STATING
 PROPOSED MEANS OF PROTECTION FOR THE
 STAIRCASE.
  
 8) SBC 1007.4.2 AND 1007.6.2 THE WIDTH
 OF LANDINGS SHALL NOT BE LESS THAN THE
 STAIRWAYS THE SERVE.INCREASE THE WIDTH
 OF THE HALF LANDING TO CONFORM.
  
 9) SBC 1012.1.5 WHEN FULLY OPEN, A DOOR
 SHALL NOT PROJECT MORE THAN 7 INCHES
 INTO THE REQUIRED WIDTH OF A LANDING.
 AMEND THE CONFIGURATION OF THE EXIT DOOR
 FROM FOYER 211 TO CONFORM.
  
 10) SBC 1007.5.1 AND 1015.2 THE HEIGHT
 OF HANDRAILS SHALL BE BETWEEN 34" AND
 38" ABOVE THE LEADING EDGE OF A TREAD.
 THE HEIGHT OF GUARDRAILS SHALL BE AT
 LEAST 42".HANDRAILS THAT FORM PART OF
 A GUARDRAIL MAY BE BETWEEN 38" AND 42"
 HIGH. ADD DIMENSIONS TO THE STAIR
 SECTION TO SHOW COMPLIANCE.
  
 11) SBC 1007.5.4 HANDRAIL GRIPPING
 SURFACES SHALL BE CONTINUOUS, WITHOUT
 INTERRUPTION BY NEWEL POSTS OR OTHER
 OBSTRUCTIONS.
  
 12) SBC 1007.5.5 HANDRAILS SHALL EXTEND
 AND CONTINUE TO SLOPE FOR A DISTANCE
 EQUAL TO ONE TREAD DEPTH BEYOND THE
 BOTTOM RISER.
  
 13) SBC* 1804.2.2 SOIL BEARING CAPACITY
 TEST REPORTS SHALL BE SUBMITTED.
  
 14) SBC 1804.4 FOOTING DESIGN.SUBMIT
 CALCULATIONS FOR THE EXISTING FOOTINGS
 WHICH ARE TO SUPPORT INCREASED LOADING
 AND FOR ALL NEW FOOTINGS.
  
 15) SBC* 1503.3.2 ROOF COVERINGS AND
 SYSTEMS SHALL BE DESIGNED TO WITHSTAND
 THE APPROPRIATE WIND LOADS PRESCRIBED IN
 1606.
  
 16) SBC 1606.2 WIND LOADS.THE DESIGN
 OF ALL ROOFS AND FASTENERS, INCLUDING
 THE OPEN WALKWAY AND STAIRCASE ROOFS,
 SHALL BE BASED UPON THE APPROPRIATE WIND
 VELOCITY PRESSURE AND PRESSURE
 COEFFIENTS.SUBMIT CALCULATIONS TO SHOW
 CONFORMITY.
  
 17) SBC 1507 SUBMIT DETAILS TO SHOW
 CONFORMITY WITH THE REQUIREMENTS FOR
 ROOF TILES AND FASTENING.
  
 18) SBC* 1606.4 EXTERIOR GLAZED OPENINGS
 SHALL BE DESIGNED FOR IMPACTS, FROM WIND
 BORNE DEBRIS, IN ACCORDANCE WITH 1606.4
 AS AMENDED
  
 19) SBC* 1707.4 EXTERIOR WINDOW AND DOOR
 ASSEMBLIES. SUBMIT PRODUCT APPROVALS,
 WHICH SHALL INCLUDE MULLIONS WERE
 APPROPRIATE.
  
 20) SBC* 104.2.2ADDITIONAL DATA.
 CALCULATIONS AND DETAILS SHALL BE
 SUBMITTED TO SHOW THE MEANS OF SUPPORT
 FOR THE SECOND FLOOR WEST ELEVATION WALL
 ABOVE THE THE PROPOSED FIRST FLOOR
 OPENING AND THE MEANS OF SUPPORT FOR THE
 NEW SECOND FLOOR 8" CMU WALL
 CONSTRUCTION BETWEEN THE STAIRCASE AND
 THE ADJACENT FOYER.
  
 21) FL ACC CODE 4.13.5 ADD DIMENSIONS OR
 DOOR SCHEDULE REFERENCES TO DEMONSTRATE
 A MINIMUM CLEAR OPENING WIDTH OF 32" FOR
 THE DOORS LEADING FROM WORK AREA
 (ROOM 108).
  
 22) FL ACC CODE 4.15AN ACCESSIBLE
 DRINKING FOUNTAIN SHALL BE PROVIDED.
  
 23) FL ACC CODE 4.16 AND 4.19 SUBMIT
 DETAILS TO DEMONSTRATE CONFORMITY WITH
 THE DIMENSIONAL AND EQUIPMENT
 REQUIREMENTS FOR ACCESSIBLE WATER
 CLOSETS AND LAVATORIES.
  
 24) FL ACC CODE 4.26 GRAB RAILS SHALL
 COMPLY WITH THE REQUIREMENTS FOR SIZE,
 STRENGTH AND TYPE.


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