Plan Review Notes
Plan Review Notes For Permit 05100089
Permit Number 05100089
Review Stop B
Sequence Number 1
Notes
Date Text
2006-03-01 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05100089
 ADD: 1540 P B LAKES BLVD
 CONT: "PLAN REVIEW"
 RETAIL PROPERTY INVESTORS,
  
 LLC
 TEL: (301)479-3248
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 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.
  
  
 1) SEE ADDRESSING CONTACT LILI URSA AT
 (561)822-1239 FOR APPROVED ADDRESS AND
 SUBMIT REPLAT.
  
 2) SUBMIT SURVEY WITH PROPOSED BUILDING
 ON SURVEY.
  
 3) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
 NOTE RECORDED NOC IF WORK HAS NOT
 STARTED WITHIN 90 DAYS OF RECORDING, NOC
 BECOMES NULL AND VOID REQUIRING
 RE-RECODING. FL S S 713.13(2)
  
 4)SHEET C-3 INDICATES ONLY 2 HANDICAPPED
 SPOTS WHILE 3 ARE REQUIRED.11-4.1.2(5)
 PARKING SPACES:
 (A)IF PARKING SPACES ARE PROVIDED FOR
 SELF-PARKING BY EMPLOYEES OR VISITORS,
 OR BOTH, THEN ACCESSIBLE SPACES
 COMPLYING WITH SECTION 11-4.6 SHALL BE
 PROVIDED IN EACH SUCH PARKING AREA. SUCH
 SPACES SHALL BE DESIGNED AND MARKED FOR
 EXCLUSIVE USE OF THOSE INDIVIDUALS WHO
 HAVE A SEVERE PHYSICAL DISABILITY AND
 HAVE PERMANENT OR TEMPORARY MOBILITY
 PROBLEMS THAT SUBSTANTIALLY IMPAIR THEIR
 ABILITY TO AMBULATE AND WHO HAVE BEEN
 ISSUED EITHER A DISABLED PARKING PERMIT
 UNDER SECTION 316.1958 OR 320.0848,
 FLORIDA STATUTES, OR A LICENSE PLATE
 UNDER SECTION 320.084, 320.0842,
 320.0843, OR 320.0845, FLORIDA STATUTES.
 THE NUMBER OF ACCESSIBLE PARKING SPACES
 SHALL COMPLY WITH THE TABLE BELOW AND
 THE FOLLOWING:
  
 TOTAL PARKING IN LOT
 REQUIRED MINIMUM NUMBER OF ACCESSIBLE
 SPACES
 1 TO 251
 26 TO 502
 51 TO 753
  
 5)SHEET C-3 SHOW COMPLICANCE WITH
 11-4.1.2(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.
  
 6) SHEET AA INDICATES THE WRONG CODE,
 OCT 1, 2006 PLANS SUBMITTED ON THIS DATE
 AND AFTER WILL BE REVIEWED UNDER THE
 2004 FL BUILDING CODE. NOTE, IF PLANS
 SUBMITTED BEFORE THIS DATE UNDER PLAN
 REVIEW AND NO PERMIT APPLICATION WAS
 APPLIED FOR BEFORE OCT 1, 2006, THE
 PROJECT WILL NEED TO BE RE-REVIEWED
 UNDER THE 2004 FBC.
  
 7) 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY
 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.
  
 8) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENET 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
 HIGHWINDS.
 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.
  
 9) 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 PERMIT WAS ISSUED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE DESIGN 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.
  
 10) 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.
  
 11) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) METAL EXTERIOR DOORS
 B) GLAZED DOORS
 C) WINDOWS
 D) MULLIONS
 E) EFIS SYSTEMS AND COMPONENTS
 F) AWNINGS
 G) ROOFING ASSEMBLIES
 FLAT ROOF MEMBRANE
 INSULATION
 UNDERLAYMENT
 TILE
  
 12) FABRIC AWNINGS:
 3105.4.1
 DESIGN OF THE FRAMING MEMBERS SHALL NOT
 BE BASED ON REMOVAL OR REPOSITIONING OF
 PARTS, OR THE WHOLE, DURING PERIODS OF
 75 MPH WIND VELOCITY.
  
 3105.4.2
 DESIGN OF THE STRUCTURAL FRAMING MEMBERS
 SHALL BE BASED ON RATIONAL ANALYSIS,
 USING THE APPLICABLE WIND LOADS OF
 CHAPTER 16 AS SHOWN BELOW:
  
 3105.4.2.1
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE-COVERED STRUCTURE DESIGNED WITH
 A QUICK REMOVAL OR BREAKAWAY MEMBRANE OR
 FABRIC AT WIND VELOCITIES OF 75 MPH,
 SHALL BE BASED ON THE FOLLOWING
 CRITERIA:
 1.MINIMUM WIND VELOCITY OF 3-SECOND
 WIND GUST 90 MPH
 2.IMPORTANCE FACTOR BASED ON LOW
 HAZARD TO HUMAN LIFE OF 0.77.
 3.EXPOSURE CATEGORY B FOR OR C AS
 DEFINED IN CHAPTER 16 .
  
 3105.4.2.2
 THE WIND DESIGN LOADS FOR ANY FABRIC OR
 MEMBRANE COVERED STRUCTURE DESIGNED WITH
 A PERMANENT OR NONREMOVABLE FABRIC OR
 MEMBRANE, SHALL BE BASED ON THE
 FOLLOWING CRITERIA:
 1.MINIMUM WIND VELOCITY AS REQUIRED
 IN CHAPTER 16 .
 2.IMPORTANCE FACTOR BASED ON LOW
 HAZARD TO HUMAN LIFE OF 0.77.
 3.EXPOSURE CATEGORY B OR C AS
 DEFINED IN CHAPTER 16 .
  
 3105.4.2
 THE FABRIC PORTIONS OF AWNINGS FABRIC
 COVERED FRAMES SHALL BE SECURELY LACED,
 TIED OR OTHERWISE FASTENED TO THE FRAME;
 NO RAFTER OR FRONT BAR WILL BE PERMITTED
 IN POCKETS; AND IN NO CASE SHALL A
 ROLLING CURTAIN BE CAUSED TO OPERATE
 OVER A CANOPY FRAME.
  
 3105.4.3
 THE HORIZONTAL PROJECTION OF
 CANTILEVERED PORTIONS SHALL NOT BE
 GREATER THAN TWO TIMES THE HEIGHT,
 EXCEPT WHERE THE BUILDING CONSTRUCTION
 DOES NOT PERMIT A PROPER INSTALLATION;
 IN WHICH CASE, VARIANCE MAY BE PERMITTED
 BY THE BUILDING OFFICIAL, BASED ON
 SPECIAL DESIGN AND CONSTRUCTION.
  
 13) CONCENTRATED LOADS PROVIDE
 INFORMATION ON THE CONCENTRATED LOADS OF
 THE AIR HANDLERS ON THE ROOF ABOVE THE
 BAR JOIST.1607.4 CONCENTRATED LOADS .
 FLOORS AND OTHER SIMILAR SURFACES SHALL
 BE DESIGNED TO SUPPORT THE UNIFORMLY
 DISTRIBUTED LIVE LOADS PRESCRIBED IN
 SECTION 1607.3 OR THE CONCENTRATED LOAD,
 IN POUNDS (KILONEWTONS), GIVEN IN TABLE
 1607.1 , WHICHEVER PRODUCES THE GREATER
 LOAD EFFECTS. UNLESS OTHERWISE
 SPECIFIED, THE INDICATED CONCENTRATION
 SHALL BE ASSUMED TO BE UNIFORMLY
 DISTRIBUTED OVER AN AREA 2.5 FEET BY 2.5
 FEET [6.25 FT 2 (0.58 M 2 )] AND SHALL
 BE LOCATED SO AS TO PRODUCE THE MAXIMUM
 LOAD EFFECTS IN THE STRUCTURAL MEMBERS.
  
 14) PROVIDE INFORMATION ON ATTACHMENT OF
 THE ROOF TOP AIR HANDLERS TO THE ROOF
 DECK. ADDITIONAL INFORMATION.
  
 15) NOTE PROVIDE THE EFIS PRODUCT
 APPROVAL REPORT, ALSO PROVIDE
 INFORMATION ON EFIS FOR HORIZONTAL
 APPLICATION.
  
 16) ENGINEER TO SIGN AND SEAL PLANS SO
 SEAL IS VISIBLE.
 PLANS, SPECIFICATIONS,REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 17) SEAL IS UNREADABLE STAMPED OVER THE
 ENGINEERS HEADER. NOTE PLANS SUBMITTED
 AFTER 01-01-06 FOR PERMIT APPLICATION
 SHALL HAVE THE WORD "LICENSE" RATHER
 THAN CERTIFICATE ON THE EMBOSSED SEAL.
 RULE 61G15-23.001(1)
  
 18) SHEET S.01 REVISE PLANS TO THE 2004
 FBC.
  
 19) SHEET S.30 DETAIL 1 INDICATES USE OF
 PLYWOOD SHEETHING, SEE TABLE 601
 FOOTNOTE (2).
 IN TYPE I AND II CONSTRUCTION,
 FIRE-RETARDANT-TREATED WOOD SHALL BE
 ALLOWED IN BUILDINGS INCLUDING GIRDERS
 AND TRUSSES AS PART OF THE ROOF
 CONSTRUCTION WHEN THE BUILDING IS:
 I. TWO STORIES OR LESS IN HEIGHT;
 II. TYPE II CONSTRUCTION OVER TWO
 STORIES; OR
 III. TYPE I CONSTRUCTION OVER TWO
 STORIES AND THE VERTICAL DISTANCE FROM
 THE UPPER FLOOR TO THE ROOF IS 20 FEET
 OR MORE.
  
 20) SUBMIT GEOTECH REPORT:
 1802.2.1 QUESTIONABLE SOIL.
 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 .
  
 21) SHEET S.20 BAASE PLATE MISSING SIZE
 OF WELD COLUMN TO BASE PLATE.
  
 22) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
 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.
 ) 106.3.3* PRODUCT APPROVALS- 2004
 THOSE PRODUCTS THAT ARE RGULATED BY DCA
 RULE 9B-72 SHALL BE REVIEWED AND
 APPROVED IN WRITTING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR
 JURISDICTIONAL APPROVAL.


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