Plan Review Notes
Plan Review Notes For Permit 07070315
Permit Number 07070315
Review Stop B
Sequence Number 2
Notes
Date Text
2007-09-04 10:49:37CONSTRUCTION SERVICES DEPARTMENT
 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH,
 FLORIDA33401
 TEL:561-805-6713FAX:
 561-805-6731
  
 JAMES JOHNSTON,CBO PERMIT NO. 07070315
 BUILDING PLAN EXAMINERII ADDRESS 9055 IBIS
 E-MAIL:JJOHNSTON @WPB.ORG PROJECT: KITSON
 CORPORATE OFFICE CONTRACTOR: SHAKMAN
 HOSPITALITY LLC
  DATE: AUGUST30,2007
  
 PLANREVIEW
  
  109.3.10.1HURRICANE 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 FAIL 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.
  
  SUBMITTING PLAN CORRECTIONS
 WHEN RE-SUBMITTING PLANS WITH CORRECTIONS PLEASE
 PROCEED AS FOLLOWS:
  A.INDICATE THE CORRECTED ITEMS BY CLOUDING ON THE
 NEW CORRECTED SHEET
  B.REMOVE THE OLD SHEET FROM THE PLAN AND INSERT THE
 NEWLY CORRECTED SHEET
  C.PUT OLD THE OLD SHEETS TOGETHER AS ONE SET AND
 SUBMIT TO THE BUILDING DEPT. ALONG
 WITH THE NEW CORRECTED PLANS. THIS IS NECESSARY
 FOR THE PLAN REVIEWER TO CRITIQUE
 THE CORRECTION REQUIRED FROM THE PREVIOUS PLAN
 REVIEW.
 D.SUBMIT A COVER LETTER IDENTIFYING THE CORRECTION
 MADE LISTING THE ITEM REFERENCED
 IN THE REVIEWER?S COMMENTS.
  
 61G1-16.004TITLE BLOCK
 LANDSCAPE ARCHITECT? URBAN DESIGN STUDIOS
 A TITLE BLOCK ON ALL ARCHITECTURAL OR INTERIOR DESIGN
 DRAWINGS AND SPECIFICATION INDICATION SHEETS. THE TITLE
 BLOCK MUST AT A MINIMUM CONTAIN THE FOLLOWING
 INFORMATION:
 FIRM NAME,ADDRESS,TELEPHONE NUMBER
 FIRM LICENSE NUMBER,CERTIFICATE OF AUTHORIZATION NAME
 OR IDENTIFICATION OF PROJECT
 DATE PREPARED
 A SPACE FOR THE SIGNATURE AND DATED SEAL
 A SPACE FOR THE PRINTED NAME OF THE PERSON SEALING THE
 DOCUMENT
  
  
  ICE ? INTERNATIONAL CONSULTING ENGINEERS, INC.
  UP-DATE YOUR ADDRESS. IT DOES NOT CONFORM TO THE DBPR
 RECORDS
  
 2. FBC506.2506.3AREA INCREASE
  NOTE ON PLAN ALLOWED PER CODE DEFINED
  
  WINDOWS / DOORS PRODUCT APPROVALS
  PRODUCT APPROVALS ARE REQUIRED FOR WINDOWS /
 DOORS/MULLIONS/ROOFING ASSEMBLIES
  WPB ADMINISTRATIVE CODE 106.3 REGULATED BY DCA RULE
 9B-72FLORIDA PRODUCT APPROVAL
 SUBMIT TWO COPIES OF EACH APPROVAL WITH
 FLORIDA PRODUCT APPROVAL COVER SHEET THE ARCHITECT?S /
 ENGINEER?S SIGNATURE AS APPLICABLE, STATING TO THE BEST
 OF THEIR KNOWLEDGE THE
 PRODUCT APPROVAL COMPLIES WITH THE PLANS
 AND SPECIFICATIONS.SEE:WEB SITE
 WWW.FLORIDABUILDING.COM
  NOTE: SEE DIVISION FACTOR TO BE USED IN DESIGN
 PRESSURE BY LEGACYFPA
  
 SUBMIT PRODUCT APPROVALS WIDTH FLORIDA
 PRODUCT APPROVAL COVER
 PAGE FOR THE FOLLOWING
  FIXED GLASS
  MULLION TUBES
  STORE FRONT GLAZING SYSTEM
  ALUMINUM OUT SWING DOORS
 HOLLOW METAL DOORS
 TRUSS ANCHORS
  
  FBC13-100.2 ENERGY CALCULATIONS
  COVER SHEET ENERGY CALCULATIONS INFORMATION. THIS IS A
 2 STORY BUILDING
 COMPLETE OWNER AND ADDRESS INFORMATION
 FIRST FLOOR UN-FINISHED
 SECOND FLOOR FINISHED
 ENTER CORRECT SQUARE FOOTAGE FIRST AND
 SECOND FLOOR
  
 FBC-13-400. A METHOD A IS FOR A COMPLETED
 BUILDING AND STATES ( 2NDPARAGRAPH) EXCEPT
 DESIGNS WITH NO MECHANICAL SYSTEM.
 FBC-13-400.2.A.2 SHELL BUILDING ON THE FIRST FLOOR
 FBC-13-400.3.C METHOD CFOR THE 2ND FLOOR
 ZONE 1IS THE LOBBY NOT RECEPTIONIST AREA
 WINDOWTYPE A ON FIRST FLOOR(44) NOT 40
  COMPLETE ALL ITEMS WITH CORRECT INFORMATION
  
  FBCTABLE 1609.6.2 (14)MEAN ROOF HEIGHT
 USE 40 FEET. PROVIDE ON PLAN EXPOSURE B,
 ADJUSTMENT FACTOR 1.09
  FBCTABLE 1609.6.2 (12)NET DESIGN WIND PRESSURE
  
 PRODUCT APPROVALS
 ROOF TILEPRODUCT APPROVAL LEGACYREPORT
 PLAN STATES SPANISH SROOF TILE
 TABLE 3 PAGE 8 OF 12 EXPOSURE BWIND LOADS
 AT 140 MPH, MEAN ROOF HEIGHT 40,UPLIFT28
 BASED ON THIS INFORMATION, HIGHLIGHT
 FASTENERS TO BE USED ON USED ON TABLE 2 SCHEDULE
 TAMKO FLORIDA PRODUCT APPROVAL HAS EXPIRED
  
 CANOPIES
 STATE ON PLANS ?ALL CANOPIES UNDER SEPARATE
 PERMIT?
  
 1906.2.2.1SHORING & RESHORING
 SUBMIT PLAN FOR REMOVAL OF SHORES AND
 RE-SHORING
  
 SHEET S-4
 STRUCTURAL NOTES - INCLUDE THE STATEMENT 2004
 FBC WITH 2006 SUPPLEMENTS
  
 SHEETLS-1
 NOTE ON PLAN AREA INCREASE ALLOWEDFBC-506.2 &
 506.3
  
  FBC -3006.1 ELEVATOR MACHINE ROOM
  CAN?T HAVE A MACHINE ROOM LOCATED IN A TENANT SPACE
  
  ELEVATOR PITWATERPROOFINGFBC1802.2.3 FBC
 1807.2.2 FBC1807.3.3
  PROVIDE INFORMATION ON PLAN FOR SLAB ELEVATION AT BASE
 OF SHAFT AND WATERPROOFING OF WALLS AND SLAB
  
  
 3. FBC -3006.1 ELECTRICAL ROOM
  CAN?T HAVE AN ELECTRICAL ROOM LOCATED IN A TENANT
 SPACE
  
  11-4.6.4SINAGEHANDICAP SIGN
  PROVIDE THE DETAIL OF HANDICAP SIGN WITH HEIGHT,
 REQUIRED INFORMATION ON SIGN, SYMBOL
  
  DOOR SCHEDULE
  IDENTIFY THE DOORS ON THE FLOOR PLAN AS DESCRIBED ON
 DOOR SCHEDULE
  
  FBC-11-4.4.2 FIGURE8-C-1 HEADROOM
  A-7.2A-7.3VERIFY HEADROOM FIRST FLOOR TO LANDING
  
  FBC ? 11-7.2COUNTER ACCESSIBILITY
  (1)36?MAX HEIGHT COUNTER
  (2)FOLDING SHELF
  
  FBC-11-4.13.5ROOM 219
  CLEAR WIDTH ON LATCH SIDE OF DOOR IN OUT-SWING
 POSITION REQUIRES 18?
  
  FBC-11-4.1.3(11)ALL TOILET ROOMS SHALL BE
 ADAPTABLE
 THIS MEANS THE TOILET ROOMS SHALL REQUIRE THE CORRECT
 WIDTH AND REQUIRED BACKING FOR HANDICAP
 FIXTURES SHOULD THEY BE NEEDED IN THE FUTURE.
  
 FBC-1210.2RESTROOMS
 GYPSUM BOARD MUST BE NON-ABSORBENT, NOTE ON PLANS
  
 FBC-11-4.23, 11-4.24-7ACCESSIBILITY
 LUNCH ROOM SPACE 240NEEDS CLEAR FLOOR SPACE UNDER
 SINKS FOR FORWARD APPROACH
  
 FBC-1609 GENERATOR
 SUBMIT SPECIFICATIONS, FASTENING TO SLAB FOR MOMENT OF
 OVERTURNING
  
 FBC- 1406.2.2EIF?S
  ARCHITECTURAL TRIM OVER 40 FEET IN HEIGHT
  A-5.1 CANNOT BE COMBUSTIBLE
  
  STRUCTURAL SHEET1-5.2
  PROVIDE SECTION THROUGH GUARD RAIL (RAILING) DETAIL
 1-2-3
  
  STRUCTURAL SHEETWINDOW JAMBS
  IDENTIFY DOWELS IN MASONRY UNITS
  
 ARCHITECTURAL SHEETA-10.0BALCONY
  REQUIRES SECOND DRAIN
  
  TRUSSES-TRUSS REPORT
  LATERAL LOADS NOT IN COMPLIANCE,CHECK CHART WITH
 SIMPSON@ WWW.STRONGTIE.COM
  
  


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