Plan Review Notes
Plan Review Notes For Permit 06070917
Permit Number 06070917
Review Stop B
Sequence Number 1
Notes
Date Text
2006-08-24 00:00:00****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC RFLORIDA BUILDING CODE 2004
 RESIDENTIAL
 FBC EBFLORIDA BUILDING CODE 2004
 EXISTING BUILDING CODE
 FBC*CITY OF WEST PALM BEACH
 AMENDMENTS TO THE FBC2004
  
 1.)IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY.561-233-5025 FOR MORE
 INFORMATION.
  
 2.)A NOTICE OF COMMENCEMENT MUST BE
 FILED WITH THE CLERK OF COURTS,
 FS713.13.
  
 3.)THIS IS A THRESHOLD BUILDING, "
 THRESHOLD BUILDING" MEANING ANY BUILDING
 WHICH IS GREATER THAN (3) STORIES OR 50
 FT IN HEIGHT, OR WHICH HAS AN ASSEMBLY
 OCCUPANCY CLASSIFICATION AS DEFINED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
  
 4.) FBC*105.13.1 THE ENFORCING AGENCY
 SHALL REQUIRE A SPECIAL INSPECTOR TO
 PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A
 STRUCTURALINSPECTION PLAN PREPARED BY
 THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE
 OF A BUILDING PERMIT FOR THE
 CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION
 PLAN IS TO PROVIDE SPECIFIC INSPECTION
 PROCEDURES AND SCHEDULES SO THAT THE
 BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 5.) PLEASE ARRANGE WITH HAROLD PISKURA
 (INSPECTION SERVICES MANAGER - TEL:
 561 805 6711), A MEETING INVOLVING THE
 OWNER, RESIDENT INSPECTOR, JOB
 INSPECTOR, CONTRACTOR AND ENGINEER.
  
 6.)THREE COPIES OF ALL DOCUMENTS
 REQUIRED (JOB, CITY, THRESHOLD
 INSPECTOR).
  
 7.)INCLUDE FBC EXISTING BUILDING CODE
 2004 IN PROJECT INFORMATION.ALSO
 DECLARE LEVEL OF ALTERATION FBC EB 3.
 THIS IS TO COMPLY WITH PROVISIONS FOR
 CHANGE OF OCCUPANCY, ADDITIONS, AND
 ALTERATION LEVEL 3.IS THIS A CHANGE OF
 OCCUPANCY FOR THE FIRST FLOOR, BUSINESS
 TO MERCANTILE?
  
 8.)FBC302.4, SPACES USED FOR DIFFERENT
 PURPOSES.YOU HAVE DECLARED BUSINESS
 OCCUPANCY FOR THE LIVE/WORK LOFTS,
 CORRECT OCCUPANCY CLASSIFICATION APPEARS
 TO BE BUSINESS AND R2, A0.1.
  
 9.)PROVIDE A COPY OF THE SURVEY FOR
 THIS PROPERTY (THREE REQUIRED).
  
 10.)RADON FEES HAVE BEEN ADDED,
 FS553.721.
  
 11.)A0.1 SHOWS 2 HOUR FLOOR
 CONSTRUCTION, SEE FBC601.IS THIS AN
 OCCUPANCY SEPARATION?PLEASE PROVIDE
 CALCULATED FIRE RESISTANCE OR LISTED
 ASSEMBLY FOR THE FLOOR.
  
 12.)FBC TABLE 602, 3 HOUR EXTERIOR
 WALL REQUIRED ON THE INTERIOR (SOUTH)
 SIDE ADJACENT TO THE EXISTING BUILDING,
 2 HOUR WALL ON THE NORTH AND EAST SIDES,
 1 HOUR ON THE WEST SIDE.PROVIDE
 DETAILS; CALCULATED FIRE RESISTANCE OR
 LISTED ASSEMBLY.FIRE RESISTANCE
 REQUIREMENTS ARE TO BE NOTED ON THE
 PLAN.
  
 13.)A0.1 STATES THAT THERE IS A 1 HOUR
 OCCUPANCY SEPARATION.SEE FBC302.3.1
 AND 302.3.2.OCCUPANCY SEPARATIONS IF
 REQUIRED ARE TO COMPLY WITH FBC TABLE
 302.3.2, 2 HOUR REQUIRED.IT APPEARS
 THAT YOU ARE REFERRING TO A 1 HOUR
 TENANT SEPARATION, FBC 708.1.
  
 14.)PROVIDE THE DISTANCE OF THE
 PROPOSED FOURTH AND FIFTH FLOORS FROM
 THE PROPERTY LINE ON THE SITE PLAN.
  
 15.)SHOW COMPLIANCE WITH FBC TABLE
 602.IT APPEARS THAT FIRE RESISTANCE
 FOR EXTERIOR WALLS IS REQUIRED AS
 FOLLOWS; NORTH 2 HOUR (MEASURED TO
 CENTERLINE OF THE ALLEY), SOUTH 3 HOUR,
 EAST 2 HOUR, WEST 1 HOUR.
  
 16.)PROVIDE DIMENSIONS FOR ALL
 OPENINGS.ESTIMATES FOR ALLOWABLE
 OPENINGS WERE DONE BY SCALING THE
 DRAWINGS.NOTE THAT IN SOME CASES A
 WIDTH WAS PROVIDED BUT NOT A HEIGHT.
 ALL DIMENSIONS ARE REQUIRED TO DETERMINE
 COMPLIANCE WITH FBC TABLE 704.8.
  
 17.)OPENINGS IN THE EXTERIOR WALLS ARE
 TO COMPLY WITH FBC TABLE 704.8.SEE
 ALSO FBC704.8.THE COMMENTS BELOW MAY
 CHANGE AS THE REVIEW WAS PERFORMED USING
 THE ELEVATIONS ON S10, BUT THIS DIFFERS
 FROM OTHER SHEETS.NOTE THE FOLLOWING:
  
 A.SOUTH ELEVATION SHOWS WINDOWS ON THE
 3RD THROUGH 5TH FLOORS, BUT NO OPENINGS
 ALLOWED FBC TABLE 704.8.THE SITE PLAN
 SHOWS THE 3RD FLOOR ON THE PROPERTY
 LINE, 4TH AND 5TH FLOORS 1FT FROM THE
 PROPERTY LINE.THE SITE PLAN CONFLICTS
 WITH THE FLOOR PLAN, WHICH SHOWS A
 PORTION OF THE 4TH AND 5TH FLOORS AS
 10FT FROM THE PROPERTY LINE.THE
 PORTION OF THE 4TH AND 5TH FLOORS WITH
 WINDOWS APPEARS TO HAVE 16% OPENINGS;
 LIMITED TO 10% UNPROTECTED OPENINGS, 25%
 PROTECTED.PROVIDE INFORMATION IN
 REGARDS TO THE EXISTING THIRD FLOOR
 WINDOWS, ARE THEY FIRE RATED?SEE FBC
 EB 501.2.
  
 B.NORTH WALL IS LIMITED TO 10%
 PROTECTED, 25% UNPROTECTED.THE FIRST
 THROUGH THIRD FLOORS HAVE APPROXIMATELY
 15% OPENINGS.THE FOURTH AND FIFTH
 FLOOR WINDOW AREA IS APPROXIMATELY 18%,
 SEE ATTACHED COMMENTARY IN REGARDS TO
 EXTERIOR OPENINGS EQUALLY SPACED.
  
 C.WEST WALL, THE 4TH AND 5TH FLOORS
 APPEAR TO BE BE OVER 30FT FROM THE
 PROPERTY LINE (CENTERLINE OF OLIVE AVE),
 NO LIMITATIONS ON OPENINGS.THE 1ST
 THROUGH 3RD STORY WALL APPEARS TO BE
 APPROXIMATELY 26% OPENINGS, NO
 PROTECTION REQUIRED.
  
 D.EAST WALL, MAIN BUILDING, REVIEWED
 AS 7.2 FEET FROM THE PROPERTY LINE AS
 SHOWN ON A0.1, 6% OF OPENINGS BASED ON
 S10 ELEVATION, APPEARS TO BE CODE
 COMPLIANT (10% UNPROTECTED OPENINGS
 ALLOWED).
  
 18.)THE PUMP ROOM IS NOT SHOWN ON THE
 SITE PLAN OR ON EAST ELEVATION S10.IT
 APPEARS TO BE 3 ? FEET FROM THE PROPERTY
 LINE.OPENINGS EXCEED THE 15% OF
 PROTECTED OPENINGS ALLOWED.2 HOUR
 EXTERIOR WALL REQUIRED, FBC TABLE 704.8.
  
 19.)THE EAST ELEVATIONS ON A3.2 AND
 S10 ARE NOT THE SAME.CHECK ALL
 ELEVATIONS FOR CONSISTENCY.ESTIMATES
 OF OPENINGS WAS DONE BASED ON ELEVATIONS
 SHOWN ON S10.IF THIS DIFFERS FROM
 OTHER PAGES IN THE PLAN, THE COMMENTS
 ABOVE MAY BE REVISED.
  
 20.)PROVIDE CALCULATED FIRE RESISTANCE
 OR APPROVED ASSEMBLY FOR ALL FIRE RATED
 WALLS.FIRE RESISTANCE IS TO BE NOTED
 ON THE PLAN.
  
 21.)SHOW ALL REQUIRED PROTECTED
 OPENINGS ON THE PLAN.ALL OPENING
 PROTECTIVES ARE TO COMPLY WITH FBC704,
 FBC TABLE 715.3.
  
 22.)PARAPET CONSTRUCTION IS TO COMPLY
 WITH FBC704.11.1.SHOW FIRE RESISTANCE
 FOR PARAPETS AS REQUIRED.
  
 23.)THE SITE PLAN SHOWS THE EAST WALL
 AS 7.2 FEET FROM THE PROPERTY LINE, S1
 SHOWS THIS AS AN EXISTING ALLEY.PLEASE
 CLARIFY.
  
 24.)PRODUCT APPROVALS ARE TO BE
 REVIEWED BY DESIGNER OF RECORD,
 FBC*106.3.3.
  
 25.)ANY PRODUCT APPROVALS NOT
 SUBMITTED AND REVIEW PRIOR TO PERMIT
 ISSUANCE WILL REQUIRE SEPARATE PERMITS
 WITH SEPARATE FEES FOR THOSE ITEMS.
  
 26.)PRODUCT APPROVALS FOR THE OPAQUE
 DOORS, LOUVERS, AND MECHANICAL STANDS
 WERE NOT SUBMITTED.
  
 27.)FLORIDA STATE OR LOCAL PRODUCT
 APPROVAL REQUIRED, FAC9B72.IF A
 FLORIDA STATE PRODUCT APPROVAL IS NOT
 AVAILABLE, PLEASE ADVISE AND A LOCAL
 WILL BE ISSUED USING THE NOA.
 WWW.FLORIDABUILDING.ORG
  
 28.)FOR THE ROOF PRODUCT APPROVAL,
 SELECT AN APPROVED ASSEMBLY.
  
 29.)MULLION NOA, CIRCLE THE
 APPLICATION FOR THIS JOB ON SHEET 5 OR
 6.NOT ALL ARE COMPLIANT.
  
 30.)THE MULLION PRODUCT APPROVAL
 STATES ON SHEET 1 OF 6 THAT WINDOWS MAY
 BE MULLED TO A MAX OF 5 UNITS, 6 SHOWN
 ON LEFT ELEVATION.IT IS NOT CLEAR; IS
 THERE A STRUCTURAL SEPARATION IN THE
 WINDOW BETWEEN FLOORS OR IS THIS ONE
 OPENING?
  
 31.)THE NOTE ON S10 STATES THAT
 OPENINGS ARE TO BE EITHER IMPACT
 RESISTANCE OR PROTECTED BY IMPACT
 PROTECTIVE SYSTEMS.OPENINGS ABOVE THE
 FIRST FLOOR ARE TO BE IMPACT RESISTANT
 ONLY.REMOVABLE SHUTTERS ON THE FIRST
 FLOOR MUST BE APPROVED BY THE BUILDING
 OFFICIAL.PLEASE REVISE THE NOTE.
  
 32.)OCCUPANT LOAD IS TO BE CALCULATED
 BY THE GREATEST NUMBER, FBC1004 (ROUND
 UP RATHER THAN ROUND DOWN, A0.1).
  
 33.)S7, DESIGN LOAD SCHEDULE, NET WIND
 UPLIFT IS BLANK.
  
 34.)TENANT BUILDOUTS ARE NOTED AS A
 SEPARATE PERMIT.THIS PERMIT WILL BE AN
 AT RISK PERMIT AS CODE COMPLIANCE FOR
 ALL FLOORS CANNOT BE DETERMINED.SHELL
 BUILDING ONLY.
  
 35.)PROVIDE DESIGN CRITERIA AND A
 DETAIL FOR THE GUARDRAILS ON THE
 BALCONIES (TWO TYPES) AND STAIRS,
 FBC1607.7, FBC1012.
  
 36.)PARTITIONS AND PENETRATIONS ARE TO
 COMPLY WITH FBC1207, SOUND TRANSMISSION.
  
  
 37.)SHOW ACCESSIBLE ENTRANCES,
 ACCESSIBLE ROUTE FOR THE RETAIL AREA AND
 FOR THE ELEVATOR LOBBY.PROVIDE
 ELEVATION CHANGE IF ANY.
  
 38.)PROVIDE EXIT DOOR WIDTHS, FBC1008.
  
 39.)THE ELEVATOR IS TO CONFORM WITH
 ASME 17.1, FBC3001.2.
  
 40.)PROVIDE A SOILS INVESTIGATION
 REPORT, FBC1802.2.
  
 41.)ELEVATOR HOISTWAY VENTING
 REQUIRED, FBC3004.1, FBC3004.2.
  
 42.)VENTS ARE SHOWN ON THE PLAN, M2.1.
 SEE ABOVE COMMENTS IN REGARDS TO THE
 FIRE RATING OF THE WALL AND REQUIRED
 PROTECTED OPENINGS.THESE VENTS WERE
 NOT CALCULATED IN THE AMOUNT OF
 ALLOWABLE OPENINGS AS THEY ARE NOT SHOWN
 ON THE ELEVATIONS.PLEASE ADDRESS.
  
 43.)M5 REFERS TO FBC2001, GOVERNING
 CODE IS FBC2004.
  
 44.) ENERGY CALCS REQUIRED FOR
 CONDITINED SPACES AND FOR SHELL
 BUILDINGS. FBC13-101, FBC13-101.1.6.


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