Plan Review Notes
Plan Review Notes For Permit 13030497
Permit Number 13030497
Review Stop B
Sequence Number 1
Notes
Date Text
2013-03-29 13:36:55BUILDING PLAN REVIEW
 PERMIT: 13030497
 ADD: 2707 OKEECHOBEE BLVD
 CONT: RIVER CITY CONTRACTORS
 TEL: (904)422-5988
  
 2010 FLORIDA BUILDING CODE W
 * WEST PALM BEACH ADMINISTRATIVE AMENDMENTS
  
 2010 EXISTING BUILDING CODE LEVEL II 701.3
 COMPLIANCE. ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS,
 SYSTEMS, AND SPACES SHALL COMPLY WITH THE REQUIREMENTS
 OF THE FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: MARCH 29/2013
 ACTION: DENIED
  
 1) COVERSHEET INDICATES IN THE INDEX THERE IS TO BE A
 A2.0 SHEET, THIS SHEET IS MISSING, THE PLANS DO CONTAIN
 TWO IDENTICAL A2.1 SHEETS. PLEASE MAKE THE CORRECTION.
  
 2) WITH THERE NOT HAVING ANY A2.0 SHEET WHICH IS THE
 FIRST FLOOR FLOOR PLAN WE CAN ONLY REVIEW THE LIFE
 SAFETY PLAN OF THE FIRST FLOOR. MISSING INFORMATION:
  
 2A) THE PLANS DO NOT PROVIDE OCCUPANCY SEPREATION
 WALLS, SHEET A8.0 PROVIDES DETAILS FOR THE RATED WALLS
 BUT THEY ARE NOT SHOWN ON THE LS SHEET. TABLE 508.4.
  
 2B) THIS PLAN DOES NOT IDENTIFY THE FIRST FLOOR DOORS
 PLEASE PROVIDE DOOR IDENTIFICATION TO TIE TO THE DOOR
 SCHEDULE FOUND ON SHEET A4.1.OCCUPANCY SEPERATION RATED
 WALLS WILL REQUIRE
 FIRE RATED DOORS SEE TABLE 715.4.
  
 2C) THE NEWLY FORMED EXTERIOR STAIR # 2 HAS A DOOR
 DIRECTLY BELOW IT, THE DOOR ON THE FIRST FLOOR WILL
 NEED TO BE FIRE RATED AS PER SECTION 1026.6.
  
 2D) THE LS PLAN HAS THE WORDING STAIR # 3 BUT IT DOES
 NOT SHOW UP ANYWHERE ELSE, IS THIS A DELETED STAIRWAY.
 107.2.1.3 ADDITIONAL INFORMATION IS REQUIRED.
  
 2E) THE LS PLAN ALSO INDICATES A NEW PLATFORM LIFT,
 PLEASE PROVIDE THE MANUFATURES CUT SHEETS AND OR SPECS
 SHOWING COMPLIANCE WITH 2010 ACCESSIBILITY CODE
 410.1-410.6 AND IN COMPLIANCE WITH ASME A 18.1.
  
 2F) THE FIRST FLOOR PARTS STORAGE INDICATES TWO LARGE
 HOLES THROUGH THE FLOOR INTO THE 2ND FLOOR STORAGE
 AREA, HOW ARE THE HOLES BEING PROTECTED FROM FLOOR TO
 FLOOR? 708.2 SHAFT ENCLOSURES REQUIRED, IT APPEARS THAT
 THE DESIGNER OF RECORD MAY BE LOOKING FOR EXCEPTION
 NUMBER 7 , MISSING THE INFORMATION IN REGARDS TO 7.7
 WITHIN THE SAME SMOKE COMPARTMENT.
  
 2G) STAIR # 1 THAT LEADS INTO THE BUILDING A 18 INCH
 DIFFERENCE IN GRADE IS INDICATED AS A 1/2 INCH
 DIFFERENCE IN GRADE. PLEASE CORRECT THE DISCREPANCY.
  
 3) SHEET A2.1 INDICATE THAT BOTH STAIRS WILL HAVE AN
 AREA OF REFUGE, THE STAIRS ARE TO NARROW FOR AN AREA OF
 REFUGE, PLEASE SEE NFPA 101 SECTION 7.2.12.2 AND
 7.2.12.3 FOR THE REQUIRED CLEAR WIDTH BETWEEN
 HANDRAILS.
  
 4) THE ARCHTITECTURAL & STRUCTURAL SHEETS INDICATE 2
 NEW ADDITIONS, PLEASE PROVIDE A SOILS REPORT FOR THE
 SAFE MINIMUM BEARING VALUE FOR THE NEW ADDITIONS.
 1803.2 INVESTIGATIONS REQUIRED.1803.6 REPORTING.
 WHERE GEOTECHNICAL INVESTIGATIONS ARE REQUIRED, A
 WRITTEN REPORT OF THE INVESTIGATIONS SHALL BE SUBMITTED
 TO THE BUILDING OFFICIAL BY THE OWNER OR AUTHORIZED
 AGENT AT THE TIME OF PERMIT APPLICATION. THIS
 GEOTECHNICAL REPORT SHALL INCLUDE, BUT NEED NOT BE
 LIMITED TO, THE FOLLOWING INFORMATION:
  
 1. A PLOT SHOWING THE LOCATION OF THE SOIL
 INVESTIGATIONS.
  
 2. A COMPLETE RECORD OF THE SOIL BORING AND PENETRATION
 TEST LOGS AND SOIL SAMPLES.
  
 3. A RECORD OF THE SOIL PROFILE.
  
 4. ELEVATION OF THE WATER TABLE, IF ENCOUNTERED.
  
 5. RECOMMENDATIONS FOR FOUNDATION TYPE AND DESIGN
 CRITERIA, INCLUDING BUT NOT LIMITED TO: BEARING
 CAPACITY OF NATURAL OR COMPACTED SOIL; PROVISIONS TO
 MITIGATE THE EFFECTS OF EXPANSIVE SOILS; MITIGATION OF
 THE EFFECTS OF LIQUEFACTION, DIFFERENTIAL SETTLEMENT
 AND VARYING SOIL STRENGTH; AND THE EFFECTS OF ADJACENT
 LOADS.
  
 6. EXPECTED TOTAL AND DIFFERENTIAL SETTLEMENT.
  
 7. DEEP FOUNDATION INFORMATION IN ACCORDANCE WITH
 SECTION 1803.5.5.
  
 8. SPECIAL DESIGN AND CONSTRUCTION PROVISIONS FOR
 FOUNDATIONS OF STRUCTURES FOUNDED ON EXPANSIVE SOILS,
 AS NECESSARY.
  
 9. COMPACTED FILL MATERIAL PROPERTIES AND TESTING IN
 ACCORDANCE WITH SECTION 1803.5.8.
  
 10. CONTROLLED LOW-STRENGTH MATERIAL PROPERTIES AND
 TESTING IN ACCORDANCE WITH SECTION 1803.5.9.
  
 5) 2010 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS
 WHICH ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE DESIGNER OF
 RECORD PRIOR TO SUBMITTAL FOR JURISDICTIONAL APPROVAL.
  
 FL 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 6) 2010 FBC-B 1609.1.2 PROTECTION OF OPENINGS,
 1609.6.4.41 COMPONENTS & CLADDING
  
 FLORIDA DEPARTMENT OF COMMUNITY AFFAIRS RULE 9N-3 NOV.
 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR CONSTRUCTION
 SYSTEMS THAT WILL REQUIRE PRODUCT APPROVALS:
 (31)(A) EXTERIOR DOORS.
 (B) WINDOWS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES
 (G) PRE-ENGINEERED A/C STANDS
  
 7)SHEET A-9 THE NEW ADDITION STAIR ENCLOSURE SHOWS A
 ROOF ELEVATION OF 21'-6" THE CUT SECTION B / A8.0
 INDICATES A ROOF HEIGHT OF 13'-0" IS THIS A WRONG
 SECTION?
  
 8) THE ROOF HEIGHT OF 21'-6" THE NEGATIVE PRESSURES FOR
 THE BUILDING SHOUD BE TAKEN AT THAT HEIGHT AND
 PRESSURES FOR THE END ZONES FOR THE SHOW ROOM APPEAR
 ALITTLE LOW FOR THE NEGATIVE PRESSURES.
  
 9) SHEET A9.0 THE ROOF PLAN DOES NOT PROVIDE TTHE ROOF
 PRESSURES FOR ROOF ZONES 1,2 & 3, PLEASE PROVIDE
 PRESURES FOR THESE ZONES. 1609.6.4.1/ COMPONENTS &
 CLADDING. THE ROOFING SPEC FOUND ON THAT PAGE INDICATES
 A MIAMI-DADE NOA 10-0408.05 A 60 PAGE REPORT. PLEASE
 PROVIDE THE FIRST 7 SHEETS FROM THE PRODUCT APPROVAL,
 THE SHEETS THAT ARE APPLICABLE TO THE SUB-SYSTEM TO BE
 INSTALLED, NOTE THE MAXIMUM PRESSURE, WHICH LIMITATION
 EITHER 7 OR 9 AND LAST PAGE OF THE REPORT. IF ENHANCED
 FASTENING IS REQUIRED FOLLOW THE INSTRUCTIONS UNDER
 LIMITATION NUMBER 7.
  
 10) SHEET A-6.0 THE HANDICAPPED RESTROOMS HAVE
 DIMENSIONAL PROBLEMS IN THE LENGTH, THE MINIMUM
 DIMENSION FOR FIXTURES THAT SET ON THE SAME WALL
 WITHOUT AN OFFSEET IS 7'-0 1/2".
 PLEASE REVIEW 2010 ACCESSIBILITY CODE 604.3.2 THE WATER
 CLOSET REQUIRING A 60" CLEAR SPACE AND FIGURE
 604.8.1.6.
  
 11) SHEET A-6.0 NEXT TO THE HANDICAPPED ENCLOSURE THERE
 ARE WHAT APPEARS TO BE AMBULATORY STALLS WITH A WIDTH
 OF 3'-6" PLEASE REVIEW FIGURE 604.8.2 35-37 INCHES.
  
 12) 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
  
  


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