Plan Review Notes
Plan Review Notes For Permit 07030453
Permit Number 07030453
Review Stop B
Sequence Number 1
Notes
Date Text
2007-06-05 18:27:35BUILDING PLAN REVIEW
 PERMIT: 07030453
 ADD: 2915 E TAMARIND AVENUE
 CONT: ALL-SITE CONSTRUCTION
 TEL: (561)718-9542
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2) QUESTION ABOUT THE NOC UNDER THE DESCRIPTION OF
 IMPROVEMENTS IS THE TOTAL BUILDING BEING DEMOLISHED AND
 THEN REBUILT?
 NOTE IF WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT
 IS NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF, SUCH NOTICE IS NULL & VOID
 . NOTE: 713.13(6)
  
 3) 110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PROJECT WAS DESIGNED.
 2004 FBC W/ 2006 AMENDMENTS
 2004/ 2006 FBC EXISTING BUILDING CODE CHAPTER 9
 ADDITIONS
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 MIXED USE BUILDING .
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
  
 4)109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 5) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.
 ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 6)WILL THERE BE ANY WORK COMPLETED UNDERTHIS PERMIT
 ON THE EXISTING
 (3) BAY SHOP? IT APPEARS A NEW FACADE IS BEING ADDED?
 IT ALSO APPEARS THAT THE 3 GARAGE DOORS MAY RUN INTO
 THE BEAM? ADD INFO REQUIRED 106.1.2*
  
 7)SHEET 3 IIT APPEARS THIS IS A MIXED USE OCCUPANCY
 PROVIDE WHAT TYPE OF OCCUPANCY
 IS LOCATED WITHIN THE 3 BAYS?ADD INFO REQUIRED
 106.1.2*/ TABLE 302.3.2.
  
 8)PLEASE PROVIDE A SITE PLAN OR SURVEY PLACING THE
 PROPOSED BUILDING ON THE LOT, PROVIDE DIMENSIONS TO THE
 PROPERTY LINES AND IF THERE ARE ANY OTHER STRUCTURES
 LOCATED ON THIS PROPERTY?
  
 9)PROVIDE A SITE PLAN INDICATING COMPLIANCE WITH
 11-4.1.2(1) (1)AT LEAST ONE ACCESSIBLE ROUTE
 COMPLYING WITH SECTION 11-4.3 SHALL BE PROVIDED WITHIN
 THE BOUNDARY OF THE SITE FROM PUBLIC TRANSPORTATION
 STOPS, ACCESSIBLE PARKING SPACES, PASSENGER LOADING
 ZONES IF PROVIDED, AND PUBLIC STREETS OR SIDEWALKS, TO
 AN ACCESSIBLE BUILDING ENTRANCE.
  
 10) PROVIDE SITE PLAN WITH ACCESSIBLE PARKING
 11-4.1.2(5)(A) .
  
 11) PROVIDE ELEVATIONS OF THE FINISH FLOOR AND THE
 FRONT AND REAR STOOPS.11-4.5.2 CHANGES IN LEVEL.
 CHANGES IN LEVEL UP TO 1 / 4 INCHES (6 MM) MAY BE
 VERTICAL AND WITHOUT EDGE TREATMENT [SEE FIGURE 7 (C)].
 CHANGES IN LEVEL BETWEEN 1 / 4 INCH AND ? INCH (6 MM
 AND 13 MM) SHALL BE BEVELED WITH A SLOPE NO GREATER
 THAN 1:2 [SEE FIGURE 7 (D)]. CHANGES IN LEVEL GREATER
 THAN ? INCH (13 MM) SHALL BE ACCOMPLISHED BY MEANS OF A
 RAMP THAT COMPLIES WITH SECTION 11-4.7 OR 11-4.8 .
  
 12)PROVIDE 2 ORIGINAL SIGNED & SEALED SOILS REPORTS.
 FBC 1802.2.1 QUESTIONABLE SOILS,WHERE THE
 SAFE-SUSTAINING POWER OF THE SOIL IS IN DOUBT, OR WHERE
 A LOAD-BEARING VALUE SUPERIOR TO THAT SPECIFIED IN THIS
 CODE IS CLAIMED, THE BUILDING OFFICIAL SHALL REQUIRE
 THAT THE NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE PROVISIONS OF
 SECTIONS 1802.4 THROUGH 1802.6 .
  
 13)SHEET# 3 INDICATES VARIOUS DOORS AS 2'-8"
 DOORWAYS BUT THE CLEAR WIDTH IS REQUIRED TO BE 32".
 11-4.13.5 CLEAR WIDTH.
 DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32
 INCHES (813 MM) WITH THE DOOR OPEN 90 DEGREES, MEASURED
 BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP [SEE
 FIGURE 24 (A), FIGURE 24 (B), FIGURE 24 (C), AND FIGURE
 24 (D)]. OPENINGS MORE THAN 24 INCHES (610 MM) IN DEPTH
 SHALL COMPLY WITH SECTIONS 11-4.2.1 AND 11-4.3.3 [SEE
 FIGURE 24 (E)].
  
 14)11-4.13.6 MANEUVERING CLEARANCES AT DOORS .
 MINIMUM MANEUVERING CLEARANCES AT DOORS THAT ARE NOT
 AUTOMATIC OR POWER-ASSISTED SHALL BE AS SHOWN IN FIGURE
 25 . THE FLOOR OR GROUND AREA WITHIN THE REQUIRED
 CLEARANCES SHALL BE LEVEL AND CLEAR.
  
 14) RESTROOMS LAVS11-4.19.2 HEIGHT AND CLEARANCES.
 LAVATORIES SHALL BE MOUNTED WITH THE RIM OR COUNTER
 SURFACE NO HIGHER THAN 34 INCHES (865 MM) ABOVE THE
 FINISH FLOOR. PROVIDE A CLEARANCE OF AT LEAST 29 INCHES
 (735 MM) ABOVE THE FINISH FLOOR TO THE BOTTOM OF THE
 APRON. KNEE AND TOE CLEARANCE SHALL COMPLY WITH FIGURE
 31 .
  
 11-4.19.3 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE 30 INCHES BY 48 INCHES (760 MM BY
 1219 MM) COMPLYING WITH SECTION 11-4.2.4 SHALL BE
 PROVIDED IN FRONT OF A LAVATORY TO ALLOW FORWARD
 APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN OR
 OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM
 OF 19 INCHES (485 MM) UNDERNEATH THE LAVATORY (SEE
 FIGURE 32 ).
  
 11-4.19.4 EXPOSED PIPES AND SURFACES.
 HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE
 INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST
 CONTACT. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES
 UNDER LAVATORIES.
  
 15) BREAK AREA SINK AND COUNTER: SINKS:11-4.24.2
 SINKS, HEIGHT. SINKS SHALL BE MOUNTED WITH THE COUNTER
 NO HIGHER THAN 34" ABOVE THE FINISH FLOOR.
 11-4.24.3 KNEE CLEARANCE THAT IS AT LEAST 27" HIGH
 30" WIDE, AND 19" DEEP SHALL BE PROVIDED UNDERNEATH
 SINKS. 11-4.24.5 CLEAR FLOOR SPACE.
 A CLEAR FLOOR SPACE AT LEAST 30 INCHES BY 48 INCHES
 (760 MM BY 1219 MM) COMPLYING WITH SECTION 11-4.2.4
 SHALL BE PROVIDED IN FRONT OF A SINK TO ALLOW FORWARD
 APPROACH. THE CLEAR FLOOR SPACE SHALL BE ON AN
 ACCESSIBLE ROUTE AND SHALL EXTEND A MAXIMUM OF 19
 INCHES (485 MM) UNDERNEATH THE SINK
  
 16) 1210.2 WALLS.
 WALLS WITHIN 2 FEET (610 MM) OF URINALS AND WATER
 CLOSETS SHALL HAVE A SMOOTH, HARD, NONABSORBENT
 SURFACE, TO A HEIGHT OF 4 FEET (1219 MM) ABOVE THE
 FLOOR, AND EXCEPT FOR STRUCTURAL ELEMENTS, THE
 MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPE THAT IS
 NOT ADVERSELY AFFECTED BY MOISTURE.
  
 17) FL BLD CODE CHAP 13 ENERGY EFFICENCY PROVIDE
 ENERGY CALS/ W MANUAL "J"
  
 18) VENTILATION OF ATTIC SPACE 1203.2 THE NET FREE
 VENTILATING AREA SHALL NOT BE LESS THAN 1 / 150 OF THE
 AREA OF THE SPACE VENTILATED, WITH 50 PERCENT OF THE
 REQUIRED VENTILATING AREA PROVIDED BY VENTILATORS
 LOCATED IN THE UPPER PORTION OF THE SPACE TO BE
 VENTILATED AT LEAST 3 FEET (914 MM) ABOVE EAVE OR
 CORNICE VENTS WITH THE BALANCE OF THE REQUIRED
 VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
  
 19)SHEET A4 & A8 BOTH INDICATE A MONOLITHIC POUR
 PLANS SHOW COMPLIANCE WITH1805.2 DEPTH OF FOOTINGS.
 THE MINIMUM DEPTH OF FOOTINGS BELOW THE UNDISTURBED
 GROUND SURFACE SHALL BE 12 INCHES (305 MM).
  
 20)SHEET 5 OF 8 PLANS HAVE IN REDNEW ROOF DRAINS
 ONTO THE EXISTING ROOF. IS THERE A PARAPET ON THE LOWER
 FLAT ROOF? WHERE DOES THE WATER DRAIN TO?
  
 21) SHEET 8:
 21A) GENERAL NOTE 1 CLASSIFIES THIS AS A TYPE VI
 BUILDING R3 OCCUPANCY PLEASE CORRECT.
 21B) GENERAL NOTE 2 INDICATES CODES ADOPTED BY THE
 COUNTY, THIS IS A STATEWIDE CODE PLEASE CORECT. 21C)
 THERE ARE NUMEROUS AREAS OFTHE PLAN THAT INDICATES WORK
 TO BE COMPLETED UNDER THE HIGH WIND HURRICANE ZONES OF
 DADE AND BROWARD COUTIES CORECT.
 21D) HIGHLIGHTED IN YELLOW THERE ARE 8 REFRENENCES TO
 THE WRONG EDITION PLEASE SEE CHAPTER 35 FOR THE CURRENT
 REFRENECE STANDARDS.
 21E) FRAMING NOTE 18 REFRENECES THE 2001 FBC PLEASE
 CORRECT. FL BLD CODE 1609.1.4: COMPONENTS &
  
  
 22) CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR
 RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS FOLLOWS:
 A) WINDOWS FIXED
 B) SINGLE HUNG WINDOWS
 C) EXTERIOR GLAZED DOORS
 D) STORM SHUTTERS OR PANEL IF GLAZING DOESN'T MEET THE
 LARGE MISSILE IMPACT TESTING
 E) TRUSS ANCHORS
 F) ROOFING ASSEMBLIES
  
 23)PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 24)) WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 25) 1609.1.4 PROTECTION OF OPENINGS.
 IN WIND-BORNE DEBRIS REGIONS, EXTERIOR
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IN THE LOWER 60 FEET (18.3 M) IN
 BUILDINGS SHALL BE ASSUMED TO BE
 OPENINGS AND THE BALANCE OF GLAZED
 OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IS IMPACT RESISTANT OR PROTECTED WITH AN
 IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886 AND
 ASTM E 1996, OR MIAMI-DADE TAS 201, 202
 AND 203 REFERENCED THEREIN AS FOLLOWS:
 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN
 30 FEET (9.1 M) ABOVE GRADE SHALL MEET
 THE PROVISIONS OF THE SMALL MISSILE
 TEST.
  
 26)BEFORE A PERMIT TO CONSTRUCT, MAY
 BE ISSUED, IMPACT FEES MUST BE PAID TO
 PALM BEACH COUNTY. THE ACTUAL PERMIT
 SET OF PLANS MUST BE STAMPED BY THAT
 OFFICE, AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
  
 A THOROUGH REVIEW CAN NOT BE MADE AT THIS TIME,
 AS A RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL
 COMMENTS MAY APPEAR THAT WERE NOT PART OF THIS REVIEW.
  
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  


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