Plan Review Details - Permit 05091240
Plan Review Stops For Permit 05091240
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2006-08-04 Cont ID  
Sent By jgomez Date 2006-08-04 Time 10:54 Rev Time 0.40
Received By jgomez Date 2006-08-04 Time 10:54 Sent To PC
Notes
2006-08-04 00:00:00PERMIT UNDER 'T'. JG.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-07-18 Cont ID  
Sent By jgomez Date 2006-07-18 Time 16:15 Rev Time 0.40
Received By jgomez Date 2006-07-18 Time 14:16 Sent To  
Notes
2006-07-18 00:00:00BUILDING REVIEW THIRD CHECKLIST:
 1- ENGINEERING CALCS COMMENTS FROM
 PREVIOUS CHECKLIST:
 A) ENGINEER TO GET CORRECT BUILDING
 DIMENSIONS FOR BUILDING MEAN HEIGHT,
 CLADDING ELEVATION AND BUILDING WIDTH
 AND REVISE CALCULATIONS AS REQUIRED.
 B) FLORIDA BUILDING CODE 2004 REFERS TO
 ASCE 7-02, NOT ASCE 7-98. REVISE
 CALCULATIONS AS REQUIRED.
 NOTE; ENGINEER TO GET ALL CORRECT
 INFORMATION TO PROPERLY MAKE HIS SITE
 SPECIFIC CALCULATIONS.
  
 2- REVISE INSTALLATION SCHEDULE:
 A) STRUCTURE TO RECEIVE PANELS IS
 CONCRETE BLOCK, NOT CONCRETE. REVISE AS
 REQUIRED AND SEE DRAWING 7 OF 7 OF STORM
 SHUTTERS FOR PROPER ANCHOR SPACING.
 B) CLARIFY WHY OPENING #2 IS 74" WIDE
 BUT SHUTTER SPAN IS 73"?.
 C) CLARIFY WHAT IS THE SPECIFIC
 MOUNTING CONDITIONS. STORM SHUTTER DWGS
 ARE MARKED WITH ALL KIND OF MOUNTING
 CONDITIONS AND THERE ARE ONLY TWO
 OPENINGS TO BE CLOSED.
 F) IF USING DIRECT MOUNT APPLICATION,
 THEN NEED TO PROVIDE REMOVABLE ANCHORS.
 TAPCONS ARE NOT REMOVABLE ANCHORS.
  
 3- STORM PANELS DRAWING 7 OF 7 IS MARKED
 WITH DIFFERENT ANCHOR TYPES AND SPACING.
 THIS DOESN'T MATCH THE INSTALLATION
 SCHEDULE. REVISE AS REQUIRED.
  
 4- OWES $50 FOR RE-SUBMITTAL FEES. THIS
 IS THE THIRD TIME THIS APPLICATION IS
 BEEN REVIEWED. ADDITIONAL FEES ARE DUE
 WHEN RE-SUBMITTING APPLICATION.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-05-23 Cont ID  
Sent By jgomez Date 2006-05-23 Time 14:59 Rev Time 1.00
Received By jgomez Date 2006-05-18 Time 07:51 Sent To  
Notes
2006-05-23 00:00:00BUILDING REVIEW SECOND CHECKLIST:
  
 1- PERMIT APPLICATION WAS NOT SUBMITTED
 WITH THE RE-SUBMITTAL PACKGAGE. NEED TO
 PROVIDE THE PERMIT APPLICATION TO
 PROCESS THE PERMIT.
  
 2- PROVIDE COMPLETE INSTALLATION
 SCHEDULE. SEE ATTACHED SAMPLE.
  
 3- ENGINEERING CALCS:
 A) ENGINEER TO GET CORRECT BUILDING
 DIMENSIONS FOR BUILDING MEAN HEIHGT,
 CLADDING ELEVATION AND BUILDING WIDTH
 AND REVISE CALCULATIONS AS REQUIRED.
 B) FLORIDA BUILDING CODE 2004 REFERS
 TO ASCE 7-02, NOT ASCE 7-98. REVISE
 CALCULATIONS AS REQUIRED.
  
 4- STORM SHUTTERS DON'T MEET THE DESIGN
 PRESURES CALCULATED BY THE ENGINEER.
 NEED STORM SHUTTERS THAT MEET OR EXCEED
 CALCULATED DESIGN PRESSURES.
 ***NOTE: ENGINEER CALCULATIONS WERE DONE
 USING EXPOSURE C. THIS BUILDING IS
 LOCATED IN EXPOSURE B. THIS IS WHY THE
 DESIGN PRESSURES ARE HIGHER. IF ENGINEER
 WANTS HE CAN REVISE HIS CALCULATIONS
 USING THE EXPOSURE B TO LOWER THE DESIGN
 PRESSURES.
  
 5- PERMIT PLOT PLAN SHEET: REVISE
 BUILDING DIMENSIONS TO MATCH EXISTING
 BUILDING.
  
 6- EVERY SHEET SIGNED BY THE ENGINEER TO
 HAVE ORIGINAL SEAL, SIGNATURE AND DATE
 AS REQUIRED BY CHAPTER 471 FLORIDA
 STATUTE AND FLORIDA ADMINISTRATIVE CODE.
 THREE SETS SUBMITTED, BUT ONLY TWO HAD
 ORIGINAL SEAL AND SIGNATURE.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2005-11-22 Cont ID  
Sent By jgomez Date 2005-11-22 Time 08:12 Rev Time 0.33
Received By jgomez Date 2005-11-22 Time 08:12 Sent To PC
Notes
2005-11-22 00:00:00BUILDING REVIEW CHECKLIST:
 1- PROVIDE FLORIDA PRODUCT APPROVAL OR
 APPLY FOR LOCAL PRODUCT APPROVAL AS
 REQUIRED BY RULE 9B-72 OF DCA SINCE OCT.
 1ST 2004. SEE WWW.FLORIDABUILDING.ORG
 FOR COMPLETE REQUIREMENTS FOR PRODUCT
 APPROVAL.
  
 2- PROVIDE COMPLETE INSTALLATION
 SCHEDULE. SEE ATTACHED SAMPLE.
  
 3- ENGINEERED DESIGN WIND LOADS CHART IS
 MARKED INCORRECTLY. THIS IS AN EIGHT
 STORY BUILDING. THEREFORE MEAN ROOF
 HEIGHT CAN'T BE 15'-0". ENGINEER TO
 CLEARLY INDICATE DESIGN CRITERIA THAT
 APPLIES TO THIS BUILDING. ALSO, REVISE
 INFORMATION ON PERMIT PLOT PLAN SHEET.
 REVISE MEAN ROOF HEIGHT AND BUILDING
 DIMENSIONS TO MATCH ACTUAL BUILDING.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC
 2001.
  
 4- CONTRACTOR TO UPDATE WORKER'S
 COMPENSATION.
  
 5- TABLE 1, STORM PANEL SPAN SCHEDULE ON
 SHEET 3 OF 4 OF ENGINERED DRAWINGS:
 DESIGN LOAD OF 43PSF DOESN'T MATCH
 DESIGN LOAD SPECIFIED ON ENGINEER'S
 DESIGN LOAD CHART. REVISE AS REQUIRED.
 SEC. 104.2.1.2 CITY AMENDMENTS TO FBC
 2001.
  
 JULIO GOMEZ
 BUILDING PLANS EXAMINER
 (561)805-6712
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2006-08-01 Cont ID  
Sent By adarroug Date 2006-08-01 Time 14:39 Rev Time 0.00
Received By adarroug Date 2006-08-01 Time 14:39 Sent To B
Notes
2006-08-01 00:00:00TO "JGOMEZ' DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-07-12 Cont ID  
Sent By adarroug Date 2006-07-12 Time 16:12 Rev Time 0.00
Received By adarroug Date 2006-07-12 Time 16:12 Sent To B
Notes
2006-07-12 00:00:00TO "JGOMEZ" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-05-10 Cont ID  
Sent By rbrown Date 2006-05-10 Time 18:47 Rev Time 0.00
Received By rbrown Date 2006-05-10 Time 18:47 Sent To  
Notes
2006-05-10 00:00:00RESUBMITTAL SENT TO JULIO FOR REVIEW
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2005-09-26 Cont ID  
Sent By adarroug Date 2005-09-26 Time 18:56 Rev Time 0.00
Received By adarroug Date 2005-09-26 Time 18:56 Sent To B
Notes
2005-09-26 00:00:00TO "MISC" BOX#1


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