Plan Review Notes
Plan Review Notes For Permit 07080669
Permit Number 07080669
Review Stop B
Sequence Number 1
Notes
Date Text
2007-09-24 14:19:39CONSTRUCTION SERVICES DEPARTMENT
 200 SECOND STREET, 3RD FLOOR, WEST PALM BEACH,
 FLORIDA33401
 TEL:561-805-6713FAX:
 561-805-6731
  
  
 JAMES JOHNSTON, PERMIT NO 07080669 BUILDING
 PLAN EXAMINERII
 PROJECT MEDICAL BUILDING
 E-MAIL:JJOHNSTON @WPB.ORG ADDRESS 6215 S. DIXIE
 HIGHWAY
  CONTRACTOR MONARCH CONSTRUCTION OF S. F.
  DATE SEPTEMBER 21, 2007
  
 STRUCTURALPLANREVIEW
 CORRECTION SUBMITTAL
 WHEN RE-SUBMITTINGCORRECTED PLANS FOR PERMITTING,
 PLEASEREMOVE AND REPLACE ANY SHEETS AS NECESSARY.
 INCLUDE A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER WITH A DESCRIPTION OF THE
 REVISION MADE. IDENTIFY THE SHEET OR SPECIFICATION PAGE
 WHERE THE CHANGES CAN BE FOUND AND INCLUDE THE OLD
 SHEETS IN THE RE-SUBMITTAL PACKAGE FOR THE PLAN
 REVIEWER?S REFERENCE.
 THIS SHALL HELP TO EXPEDITE YOUR PERMIT. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
 COMMENT-FOR YOUR INFORMATION
  
 RETAIN ORIGINAL PLANS
 ONE SET OF ORIGINAL PLANS AND ONE SET OF REVISIONS WILL
 BE RETAINED FOR THE POSSIBILITY OF FORWARDING TO THE
 STATE BOARD OF ENGINEERS. REMOVE ALL OLD (VOID) SHEETS
 AND RETAIN ONE SET.
 COMMENT-FOR YOUR INFORMATION
  
  
 F.S.713.13NOTICE OF COMMENCEMENT
 FILE NOTICE WITH THE CLERK OF COURT RECORDING DIVISION.
 IF THE WORK DESCRIBED IN THE NOTICE IS NOT COMMENCED
 WITHIN 90 DAYS OF FILING THE NOTICE WILL BECOME NULL
 AND VOID. SUBMIT THE NOTICE AT THE TIME OF PERMIT
 ISSUANCE AND POST A COPY AT THE JOB SITE BEFORE THE
 FIRST INSPECTION.
 COMMENT-FOR YOUR INFORMATION
  
  
 IMPACT FEES
 BEFORE A PERMIT TO CONSTRUCT MAY BE ISSUED, IMPACT FEES
 MUST BE PAID TO PALM BEACH COUNTY.
 THE PERMITTED 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.
 PALM BEACH COUNTY ASSESSMENT
 PALM BEACH COUNTY IMPACT FEE ASSESSMENT HAS MOVED TO:
 2300 N JOG ROAD, SUITE 2 WPB 33411
 COMMENT-FOR YOUR INFORMATION
  
 WINDOWS / DOORS PRODUCT APPROVALS
 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
 COMMENT-SUBMIT TWO COPIES OF EACH PRODUCT APPROVAL
 MIAMI-DADE AND FLORIDA PRODUCT APPROVAL
  
  
 1. PRODUCT APPROVAL
 LAWSON INDUSTRIES PRODUCT APPROVALNOA 06-0117.02
 COMMENT-EXPIRED AUGUST 22,2007
  
 2. PRODUCT APPROVALS
 COMMENT-MIAMI DADE PRODUCT APPROVALS MISSING FLORIDA
 PRODUCT APPROVAL SHEET
  
 3. NORDIC FLAT ROOF TILE
 COMMENT-IDENTIFY WHICH SYSTEM AND FASTENERS YOU ARE
 USING FROM TABLES PROVIDED IN THE PRODUCT APPROVAL
  
 4. POLYPROAH160
 COMMENT-IDENTIFY WHICH SYSTEM AND FASTENERS YOU ARE
 USING FROM TABLES PROVIDED IN THE PRODUCT APPROVAL
  
 5. PRODUCT APPROVAL
 LAWSON INDUSTRIES LA PORTE OUT SWING FRENCH DOOR
 COMMENT-IDENTIFY UNIT AND COMPONENTS TO BE USED
  
 6. PRODUCT APPROVAL
 LAWSON INDUSTRIES FIXED WINDOW
 COMMENT-IDENTIFY UNIT AND COMPONENTS TO BE USED
  
 7. PRODUCT APPROVAL
 LAWSON INDUSTRIES SINGLE HUNG WINDOW
 COMMENT-IDENTIFY UNIT AND COMPONENTS TO BE USED
  
 8. SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE
 FOLLOWING
 FIXED GLASS
 WINDOWS
 MULLION TUBES
 EXTERIORHOLLOW METAL DOORS
 EXTERIOR DOORS-OTHER
 ROOF COVERING SYSTEMS
  
 9. PLEASE PROVIDE ALL NOTES ON COVER SHEET 1
 FBC2004 BUILDING W/ 2005 AND 6 REVISIONS
 FBC2004 EXISTING BUILDING
 LEVEL OF ALTERATION
 TYPE OF CONSTRUCTION / SPRINKLED / UN-SPRINKLED WIND
 SPEED AND EXPOSURE
 WIND IMPORTANCE FACTOR
 TYPE OF OCCUPANCY
 OCCUPANT LOAD
 GROSS LOAD
 NET LOAD
  
 10. DOOR NO. 8 NOT NOTED ON DEMOLITION PLAN COMMENT-
 IDENTIFY POURED CELLS FOR THIS DOOR
  
 11. 704.5 FIRE-RESISTANCE RATINGS.
 EXTERIOR WALLS SHALL BE FIRE-RESISTANCE RATED IN
 ACCORDANCE WITH TABLES 601 AND 602 . THE
 FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A FIRE
 SEPARATION DISTANCE OF GREATER THAN 5 FEET (1524 MM)
 SHALL BE RATED FOR EXPOSURE TO FIRE FROM THE INSIDE.
 THE FIRE-RESISTANCE RATING OF EXTERIOR WALLS WITH A
 FIRE SEPARATION DISTANCE OF 5 FEET (1524 MM) OR LESS
 SHALL BE RATED FOR EXPOSURE TO FIRE FROM BOTH SIDES.
 COMMENT-ON SHEET 1 SHOW ADJACENT BUILDINGS AND PUBLIC
 ROADS TO DETERMINE FIRE RESISTANCE RATINGS OF OPENINGS
 IN THE EXTERIOR TWO HOUR WALL.SEE TABLE704.8TO
 DETERMINE PROTECTION OF OPENINGS
  
  
  
 12. PROVIDE TRUSS FRAMING PLAN WITH SHEATHING AND
 ANCHORAGE. INFORMATION PROVIDED HEREIN
 FBC2304.9.1 FASTENER REQUIREMENTS.
 CONNECTIONS FOR WOOD MEMBERS SHALL BE DESIGNED IN
 ACCORDANCE WITH THE APPROPRIATE METHODOLOGY IN SECTION
 2301.2 . THE NUMBER AND SIZE OF NAILS CONNECTING WOOD
 MEMBERS SHALL NOT BE LESS THAN THAT SET FORTH IN TABLE
 2304.9.1 .
 FBC2304.7 FLOOR AND ROOF SHEATHING
 FBC2304.7.2 STRUCTURAL ROOF SHEATHING.
 COMMENT-STRUCTURAL ROOF SHEATHING SHALL BE DESIGNED
 IN ACCORDANCE WITH THE GENERAL PROVISIONS OF THIS CODE
 AND THE SPECIAL PROVISIONS IN THIS SECTION. USE RATING
 INDICATED IN TABLE.EX.5/8 PANELS EQUAL 19/32
 RATING SEE TABLES IN THIS SECTION.
  
 13. FBC EXISTING 601.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE .
  (A)13-400.0 GENERAL.
 THE PROVISIONS OF THIS CHAPTER APPLY TO ALL NEW
 COMMERCIAL OCCUPANCY BUILDINGS, ADDITIONS TO EXISTING
 COMMERCIAL OCCUPANCY BUILDINGS, AND MULTIPLE-FAMILY
 RESIDENTIAL BUILDINGS OVER THREE STORIES IN HEIGHT.
 BUILDING TYPE CLASSIFICATIONS SHALL BE THOSE DEFINED IN
 SUBCHAPTER 13-2 OF THIS CODE UNDER ?OCCUPANCY
 CLASSIFICATION.? THIS SUBCHAPTER PROVIDES THREE METHODS
 BY WHICH COMMERCIAL BUILDINGS MAY BE BROUGHT INTO
 COMPLIANCE WITH THIS CODE.
 COMMENT-NEW CONSTRUCTION FOR WALLS, ROOF, INTERIOR
 MUST COMPLY WITH FBC BUILDING CHAPTER 13-400.0
  
 14. SHEET 7SECTION 2-7
 COMMENT-IDENTIFY NELSON STUD EMBEDMENT INTO BEAM
  
 15. SHEET7SECTION 1-7
 COMMENT - DEFINE R VALUE FOR EXTERIOR WALL AND ATTIC
 INSULATION
  
 16. SHEET 7 CONCRETE TO BE USED FOR THIS PROJECT
 COMMENTS - IDENTIFY STRENGTH OF CONCRETE FOR FOOTINGS,
 BEAMS, COLUMNS, FILLED CELLS, MASONRY UNITS
  
 FBC11-4FLORIDA ACCESSIBILITY CODE
  
 1A. FBC 11-4.8 RAMPS
 COMMENT-RAMP DESIGN REQUIRED WITH ALL ELEMENTS PER
 THIS CHAPTER
 SEE FIGURE 17 EXAMPLES OF EDGE PROTECTION AND HANDRAIL
 EXTENSIONS
  
 2A. FBC 11-4.9.4STAIRS
 COMMENT-DEFINE HANDRAIL AND LOCATION ON SHEET 6.
 IDENTIFY 36? FROM TREAD TO RAILING FOR FIELD USE SEE
 FIGURE 19 STAIR HANDRAILS
  
 3A. FBC 11-4.13.4 DOUBLE-LEAF DOORWAYS.( DOOR NO.1
 &2ON PLAN )
 COMMENT-IF DOORWAYS HAVE TWO INDEPENDENTLY OPERATED
 DOOR LEAVES, THEN AT LEAST ONE LEAF SHALL MEET THE
 SPECIFICATIONS IN SECTION 11-4.13.5 AND SECTION
 11-4.13.6 . THAT LEAF SHALL BE AN ACTIVE LEAF.
  
 (1) 11-4.13.5 CLEAR WIDTH.
 DOORWAYS SHALL HAVE A MINIMUM CLEAR OPENING OF 32
 INCHES (813 MM) WITH THE DOOR OPEN 90 DEGREES, MEASURED
 BETWEEN THE FACE OF THE DOOR AND THE OPPOSITE STOP SEE
 FIGURE 24 (A), FIGURE 24 (B), FIGURE
  
 5A. TOILET ROOM NO. 1
 COMMENT-IDENTIFY PASS THRU WINDOW HEIGHT ABOVE
 FINISHED FLOOR


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