Plan Review Notes
Plan Review Notes For Permit 06020693
Permit Number 06020693
Review Stop B
Sequence Number 3
Notes
Date Text
2006-08-09 00:00:00BUILDING REVIEW 3RD CHECKLIST:
 1- ENGINEER TO READ ATTACHED COPY OF
 FLORIDA STATUTE 553.80(2)(B) REGARDING
 CHARGES FOR DESIGN PROFESSIONAL
 DOCUMENTS.
  
 2- NEED RE-RECORDED NOTICE OF
 COMMENCEMENT. NOC IS EXPIRED AFTER 90
 DAYS OF RECORDING IF WORK ISN'T STARTED.
 SEC. 713.9(2) FLORIDA STATUTES.
  
 3- HAND WRITTEN INFORMATION IS NOT
 ACCEPTABLE ON ANY DRAWING. ALL REVISIONS
 OR ADDITIONAL INFORMATION TO BE DONE ON
 ORIGINAL DRAWINGS TO BE PART OF THE
 SIGNED AND SEALED ENGINEER'S DRAWINGS.
  
 4- PROVIDE BATHROOM WITH DOOR THAT
 ALLOWS MIN. 29" CLEAR OPENING. 2'-6"
 WIDE DOOR DOESN'T PROVIDE 29" CLEAR
 OPENING. SEC. R322 2004 RESIDENTIAL CODE
  
 5- PROVIDE FLORIDA OR LOCAL PRODUCT
 APPROVAL AS REQUIRED BY DCA RULE 9B-72
 FOR:
 A) ALL STRUCTURAL CONNECTORS SPECIFIED
 ON TRUSS ANCHOR SCHEDULE AND ALL DETAILS
 SHOWN ON PLANS. ONLY 1 PRODUCT APPROVAL
 FOR 1 CONNECTOR WAS SUBMITTED.
  
 B) DOOR AT KITCHEN/CARPORT AREA. SEE
 ELEVATIONS FOR TYPE OF DOOR SHOWN.
  
 6- DESIGNER OF RECORD TO REVIEW AND
 APPROVE IN WRITTING ALL PRODUCT
 APPROVALS (UPDATE LETTER TO MATCH
 RE-SUBMITTED PRODUCT APPROVALS)AS
 REQUIRED BY SECTION 106.3.3 OF CITY
 AMENDMENTS TO FBC 2004.
  
 7- ENERGY CALCULATIONS CALL FOR MI CASA
 BUILDERS AS THE CONTRACTOR. CONTRACTOR
 STATES THAT A CHANGE OF CONTRACTOR WILL
 TAKE PLACE. IF THERE IS GOING TO BE A
 CHANGE OF CONTRACTOR, THEN THE CHANGE OF
 CONTRACTOR FORM SHALL BE FILLED UP WHEN
 RE-SUBMITTING PERMIT PACKAGE AND CHANGE
 OF CONTRACTOR FEES APPLY. SEE ATTACHED
 CHANGE OF CONTRACTOR FORM.
  
 ***IMPORTANT:
 A NEW PERMIT APPLICATION MUST ACCOMPANY
 THE CHANGE OF CONTRACTOR'S FORM.
  
 8- SOIL TEST REPORT NEEDS THE
 ENGINEERING FIRM CERTIFICATE OF
 AUTHORIZATION NUMBER ON LETTERHEAD AS
 REQUIRED BY SECTION 61G15-23.002 OF
 F.A.C. . SEE ATTACHED COPY.
  
 9- STORM SHUTTERS:
 A) ENGINEER OF RECORD TO REVIEW AND
 APPROVE THE PRODUCT APPROVAL.
  
 B) PROVIDE KEY PLAN.
  
 C) PROVIDE COMPLETE INSTALLATION
 SCHEDULE. SEE ATTACHED SAMPLE. PROVIDE
 ALL INFORMATION.
 ***NOTE: NEED TO DESCRIBE SPECIFIC
 ANCHOR AND KEEP IN MIND THAT STRUCTURE
 TO BE INSTALLED IS IN CONCRETE BLOCK,
 NOT CONCRETE.
  
 C) THERE IS SOME INFORMATION WRITTEN BY
 HAND ON EXTERIOR ELEVATIONS, SHEET A-1.
 THIS INFORMATION DOESN'T MATCH SIZE AND
 SPACING SHOWN ON PRODUCT APPROVAL.
 BESIDES, DON'T WRITE ON ANY OF THE
 ORIGINAL DWGS BECAUSE WILL VOID THEM.
  
 10- SHEET S-2:
 A) TRUSS ANCHOR SCHEDULE: CONNECTOR
 RT24 IS A WOOD TO WOOD CONNECTOR. NEED
 TO SPECIFY WOOD TO MASONRY CONNECTOR.
  
 B) ADDING STRAP DETAIL:
 * CONNECTORS SIMPSON L50, RT24T AND MSTA
 24 ARE WOOD TO WOOD CONNECTORS. NEED TO
 SPECIFY WOOD TO MASONRY CONNECTORS. SEE
 CATALOGUE FOR PROPER WOOD TO MASONRY
 CONNECTORS AND REVISE AS REQUIRED.
 OTHERWISE, PROVIDE COMPLETE ENGINEERING
 CALCULATIONS AND TESTING TO PROVE
 PROPOSED INSTALLATION. SEC. 106.1.2 CITY
 AMENDMENTS TO FBC 2004.
  
 11- SHEET D-1:
 A) TYPICAL ONE STORY SECTION:
 * SIZE OF ROOF SHEATHING (5/8" OR
 19/32") AND TYPE OF NAIL (8D RING SHANK
 OR 8D PLANE SHANK) DOESN'T MATCH ROOF
 SHEATHING TABLE ON SAME PAGE.
  
 ** ATTIC VENTILATION NOTE IS NOT CLEAR.
 IS IT 4" CONT. VENT". SPECIFY.
  
 *** CONCRETE SLAB SPECS DON'TMATCH
 FOUNDATION PLAN. IS IT FIBERMESH OR WIRE
 MESH?. REVISE AS REQUIRED.
  
 12- PROVIDE SURVEY WITH ORIGINAL SEAL,
 SIGNATURE AND DATE AS REQUIRED BY
 CHAPTER 472 FLORIDA STATUTES. ALL
 DOCUMENTS SUBMITTED FOR PUBLIC RECORDS
 MUST HAVE ORIGINAL SEAL AND SIGNATURE.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712.


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