Plan Review Notes
Plan Review Notes For Permit 04042022
Permit Number 04042022
Review Stop B
Sequence Number 1
Notes
Date Text
2004-05-28 00:00:00BUILDING PLAN REVIEW
 PERMIT: 04042022
 ADD: 477 3RD ST.
 CONT: PLAN REVIEW
 CONTACT WEST RAILROAD LIMITED
 PROJECT SUPERVISOR: PATTI LUDLOW
 TEL: (561)368-2544 EXT.22
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1ST PLAN REVIEW
 ACTION: DENIED
  
 1) PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 2) PROVIDE 2 CURRENT COPIES OF SIGNED &
 SEALED SURVEYS WITH PROPOSED IMPROVEMENT
 TO BE COMPLETED.
  
 3)FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 SRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL INSPEC
 TION PLAN PREPARED BY THE ENGINEER OF
 RECORD. THE STRUCTURAL INSPECTION PLAN
 MUST BE SUBMITTED TO THE ENFORCING AGEN-
 CY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESH-
 OLD BUILDING. THE PURPOSE OF THE SRUCTUR
 AL INSPECTION PLAN IS TO PROVIDE SPECIF-
 IC INSPECTION PROCEDURES AND SCHEDULES
 SO THAT THE BUILDING CAN BE ADEQUATELY
 INSPECTED FOR COMPLIANCE WITH THE
 PERMITTED DOCUMENTS.
 A THRESHOLD INSPECTOR SHALL ALSO BE
 REQUIRED TO BE SIGNED ON SEE HAROLD
 PISKURA (561)805-6711.
 (3) SETS OF ALL DOCUMENTS ARE
 REQUIRED FOR THRESHOLD BUILDINGS.
  
 4) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL I
 S NOT DEFINITEY KNOWN, OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL P
 ROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 5) 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
  
 6) FIRE SPRINKLERS 903.8.1 BUILDINGS
 3 STORIES OR MORE IN HEIGHT SHALL
 REQUIRE FIRE SPRINKLER PLANS BEFORE THE
 ISSUANCE OF A BUILDING PERMIT.THEY ARE
 TO BE PART OF THE BUILDING SET OF PLANS.
 SEPERATE PLANS WILL BE REQUIRED FOR THE
 FIRE APRINKLER PERMIT.
  
 7) PLANS DO NOT INDICATE WHAT BUILDING
 TYPE? FOR THIS REVIEW IT WILL BE CONSID-
 ERED A TYPE II BUILDING. BUILDING IS
 70' TALL.
  
 8) PLANS ARE NOT CLEAR AS TO WHERE THE
 PROPERTY LINE IS? PROVIDE A DIMENSION
 FROM THE BUILDING TO THE PROPERTY LINE.
 THERE MAY BE TABLE 600 ISSUES (OPENINGS)
 ON THE EAST AND NORTH SIDES OF THE BUILD
 ING. 0'-3' NO OPENINGS, 3'-10',10% ALLOW
 ABLE OPENINGS. ALSO NOT 705.1.1.2 OPEN-
 INGS WITHIN 15'-0" REQUIRE OPENING
 PROTECTIVES, DEPENDING ON WHERE THE
 PROPERTY LINE IS LOCATED THE DETERMINA-
 TION IF THE PARKING GARAGE CAN REMAIN A
 OPEN STRUCTURE OR IF IT WILL NEED TO BE
 A ENCLOSED PARKING STRUCTURE.
  
 9) PLANS ARE NOT THROUGH ENOUGH FOR THE
 SKY BRIDGE, IS THIS TO BE PART OF THIS
 PERMIT? HOW WILL IT TIE IN ON THE OTHER
 SIDE OF THE STREET? WHAT TYPE OF AGREE-
 MENTS HAVE BEEN MADE WITH THE COUNTY FOR
 THE SKY BRIDGE?
  
 10) SHEET A.31.01 IS THIS A MISPRINT,
 BANK FINISH FLOOR FOR THE 1ST FLOOR TO
 BE AT 20'-0" ELEVATION? THE ELEVATIONS
 ON THE EXTERIOR ARE BETWEEN 8.53/9.92'?
  
 11) RESTROOM 125 DOESN'T HAVE 12" ON THE
 PUSH SIDE OF LATCH, SEE:
 11-4.13.6 MANEUVERING CLEARENCES
 AT DOORS. MINIMUM MANEUVERING CLEARENCES
 AT DOORS THAT ARE NOT AUTOMATIC OR
 POWER-ASSISTED SHALL BE AS SHOWN IN
 FIG. 25. THE FLOOR OR GROUND AREA WITH
 IN THE REQUIRED CLEARENCES SHALL BE
 CLEAR & LEVEL.
  
 12) CAFE TOLIET, 1202.4.1 TOLIET ROOMS
 SHALL NOT OPEN DIRECTLY INTO A ROOM USED
 FOR THE PREPERATION OF FOOD FOR SERVICE
 TO THE PUBLIC.
  
 13) WINDOW 120 RATED GLASS, TABLE 704.1
 1 HR WALL.
  
 14) 3003.4.1 ELEVATOR STRETCHER REQUIRE-
 MENTS SEE ELE 1 & 2.
  
 15) SHEET A.31.07,A31.09, A.31.11 AND
 A31.13 ALL INDICATE A COLUMN THROUGH THE
 5'-0" HANDICAPPED ACCESS ISLE.
  
 16) SHEET A.31.07 HANDICAPPED PARKING @
 DOOR# 113 (SPACE# 67) DOESN'T HAVE A
 ACCESS ISLE IN FRONT OF THE VEHICLE,
 CAUSING THE PERSON TO WHEEL BEHIND THE
 VEHICLE, IN THE INCOMING TRAFFIC LANE.
  
 17) TICKET BOOTH IS THIS A FABRICATED
 BUILDING? NO DETAILS FOR CONSTRUCTION?
  
 18) 2ND- 5TH FLOOR, THE INTERIOR HALL
 COLUMNS ARE WITHIN 6" OF THE ENTRY DOORS
 TO EACH UNIT. SEE 11-4.13.6 CLEARENCE
 @ DOORS, 12" REQUIRED ON THE PUSH SIDE.
  
 19) A.31.02 OFFICE SPACE SOUTHEAST &
 SOUTHWEST WILL REQUIRE 2 EXITS,1020.1(4)
  
 20) PROVIDE INFORMATION ON THE CANOPY
 OVER THE ENTRY WAY?
  
 21) FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 22)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) WINDOWS
 B) EXTERIOR DOORS
 C) LOUVERS
 D) SKYLIGHTS
 E) TRUSS ANCHORS
 F) ROOFING ASSEMBLIES
 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
  
 23) STRUCTURAL PLANS MISSING THE FOUNDA-
 TION SCHEDULE, COLUMNS AND BEAMS.
  
 24) PROVIDE ADDTIONAL INFO FOR THE FIRE
 RATING OF ALL STRUCTURAL ELEMENTS FOR
 TYPE II BUILDING.
  
 25) FOUNDATION PLAN HAS THE 2ND FLOOR
 REINFORCING LEGEND ON IT? S1.1.
  
 26) S2.1 COLUMN# 35 IS MISSING ON THIS
 SHEET?
  
 27) S.3.1 THE 3RD FLOOR FRAMING PLAN
 INDICATES A HALLWAY CONNECTION, A CORRI-
 DOR ON THE EAST SIDE OF THE BUILDING,
 PLANS ARE NOT CLEAR AS TO A SECONDARY
 COLUMN LINE, DETAILS ARE MISSING. ALSO
 BETWEEN COLUMN 56 & 39 SHOULD THERE BE
 A COLUMN BETWEEN?
  
 28) SHOULD THERE ALSO BE A COLUMN LINE
 NEXT TO THE PARKING GARAGE STRUCTURE?
  
 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.
  
 LOOK FOR COMMENTS BY THE OTHER PLAN
 REVIEW DISCIPLINES THAT MAY BE WRITTEN
 ON THE APPLICATION, PLANS, OR ATTACHED
 SEPARATELY. WHEN RESUBMITTING PLANS
 PLEASE CLEARLY INDICATE THE REVISION AND
 REMOVE AND REPLACE ANY PAGES AS NECESS-
 ARY. SUBMIT (1) SET OF OLD DRAWINGS WITH
 THE PLANS WHEN RESUBMITTING PLANS. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL
 COMMENTS WILL GREATLY ACCELARATE YOUR
 PERMIT.
 JIM WITMER
 BUILDING PLAN REVIEW
 (561)805-6715
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026


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