Plan Review Details - Permit 02050817
Plan Review Stops For Permit 02050817
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-06-13 Cont ID  
Sent By btrobaug Date 2002-06-13 Time 09:30 Rev Time 0.00
Received By btrobaug Date 2002-06-13 Time 06:56 Sent To R
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-06-08 Cont ID  
Sent By hmoser Date 2002-06-08 Time 10:25 Rev Time 0.33
Received By hmoser Date 2002-06-08 Time 10:25 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-09-26 Cont ID  
Sent By kstevens Date 2002-09-26 Time 17:23 Rev Time 0.00
Received By kstevens Date 2002-09-26 Time 17:23 Sent To  
Notes
2002-09-26 00:00:00REVISION OK - SANT. RISER DIAGRAM
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-06-01 Cont ID  
Sent By jleech Date 2002-06-01 Time 11:50 Rev Time 0.33
Received By jleech Date 2002-06-01 Time 11:50 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status P Date 2002-08-02 Cont ID  
Sent By rmcdouga Date 2002-08-02 Time 18:38 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2002-07-24 Cont ID  
Sent By rmcdouga Date 2002-07-24 Time 18:34 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-07-24 00:00:00BUILDING DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) PLEASE INDICATE THE ROOF SHEATHING
 NAILING SPECIFICATIONS ON THE PLANS.
  
 3) IN THE DESIGN LOADS INFORMATION ON
 PAGE 2 OF YOUR SIGNED AND SEALED LETTER
 THE COMPRESSIVE STRENGTH OF THE MASONRY
 UNITS IS GIVEN AS 1900 PSI AND ON SHEET
 2 OF THE PLANS IT IS LISTED AS 1000 PSI.
 PLEASE CLARIFY.
  
 4) THE COMPONENTS AND CLADDING LISTED
 ON SHEET 2 UNDER ROOF GIVES MAXIMUM
 WINDLOAD PRESSURES AS +20.3 AND -68.1
 PSF & THE WORST CASE HURRICANE SHUTTER
 LOADS ARE GIVEN AS +35.3 AND -47.2 PSF.
 PLEASE INDICATE THE WINDLOAD PRESSURES
 FOR THE WINDOW AND DOOR OPENINGS OF THE
 STRUCTURE. (SEE ITEM # 5 ON PREVIOUS
 REVIEW COMMENTS.)
  
 5) THE NOTE JUST BELOW THE HURRICANE
 SHUTTER INFORMATION STATES THAT TAPCON
 INSTALLATIONS ARE BASED ON SIMPSON TITEN
 MASONRY SCREW ANCHORS. PLEASE SPECIFY
 WHICH INSTALLATIONS YOU ARE REFERING TO.
 THIS SHOULD NOT BE REFERING TO THE
 INSTALLATION OF THE HURRICANE PANELS, AS
 YOU HAVE INDICATED IN ITEM #1 OF YOUR
 LETTER THAT YOU WILL BE USING ONLY THE
 RAWL CALK-IN ANCHORS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-07-11 Cont ID  
Sent By rmcdouga Date 2002-07-11 Time 16:27 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-07-11 00:00:00BUILDING DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE UNIT NUMBERS ON THE STORM PANEL
 INSTALLATION ARE NOT TIED TO THE KEY
 PLAN. PLEASE NUMBER THE OPENINGS ON THE
 KEY PLAN TO CORRESPOND WITH THE UNIT
 NUMBERS ON THE SCHEDULE.
  
 3) THE STORM PANEL ANCHOR TABLE ON SHEET
 3 OF THE PRODUCT APPROVAL REQUIRES A
 MINIMUM OF 3320 PSI CONCRETE FOR TAPCONS
 AND 1598 PSI CONCRETE BLOCK FOR TAPCONS
 OR RAWL CALK-IN ANCHORS. THE PLANS
 SPECIFY 3000 PSI CONCRETE AND 1000 PSI
 MASONRY UNITS ON SHEET 2. PLEASE REVISE.
  
 4) PROVIDE A ROOF NAILING SCHEDULE.
 INDICATE THE FASTENING REQUIREMENTS FOR
 ZONES 1,2,AND 3. SEE TABLE 2306.1 OF
 CITY AMENDMENTS TO THE 2001 FBC.
  
 5) THE ROOF CHART ON SHEET 6 LISTS THE
 MAXIMUM PRESSURES FOR COMPONENTS AND
 CLADDING AS + 20.3 AND - 68.1.
  
 A) THE NEGATIVE DESIGN PRESSURES LISTED
 IN THE PRODUCT APPROVALS FOR SEVERAL OF
 THE SINGLE HUNG WINDOW SIZES ARE
 EXCEEDED.
  
 B) THE NEGATIVE DESIGN PRESSURE FOR THE
 FRONT DOOR IS ALSO EXCEEDED.
  
 C) THE 1/2 ROUND FIXED GLASS WINDOWS
 WILL BE REQUIRED TO BE TEMPERED GLASS IN
 ORDER TO WITHSTAND THE WINDLOAD
 PRESSURES GIVEN ON THE PLANS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-06-26 Cont ID  
Sent By btrobaug Date 2002-06-13 Time 09:30 Rev Time 4.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-06-26 00:00:00BUILDING DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) INDICATE ON THE PLANS THAT THE WELDED
 WIRE MESH WILL BE SUPPORTED. SEE FBC
 SEC. 1909.3.
  
 3) ON SHEET 2 THE REINFORCED FILLED CELL
 IS NOT INDICATED AT ONE SIDE OF THE
 BATHROOM WINDOW.
  
 4) CLARIFY THE FOOTING SIZE AND
 REINFORCEMENT FOR THE TWO COLUMNS AT THE
 FRONT ENTRY. INDICATE THE SIZE AND
 REINFORCEMENT FOR THE COLUMNS AT THE
 ENTRY AND COVERED LANAI.
  
 5) INDICATE WHERE THE BLOCK ENTRY COLUMN
 SHOWN ON SHEET 2 WILL BE LOCATED.
  
 6) THE IDENTIFICATION MARKS GIVEN FOR
 THE WINDOWS ON SHEET 3 DO NOT ALL
 CORRESPOND WITH THOSE LISTED IN THE
 WINDOW SCHEDULE. PLEASE CORRECT.
  
 7) INDICATE THE POSITIVE AND NEGATIVE
 WINDLOAD PRESSURES FOR ALL EXTERIOR
 OPENINGS.
  
 8) PLEASE CORRECT THE INTERNAL PRESSURE
 COEFFICIENT LISTED ON SHEET 6. IT IS +
 OR - .18 FOR AN ENCLOSED STRUCTURE.
  
 9) NOTE 8 OF THE ROOF NOTES ON SHEET 6
 REFERS TO ZONES C AND SE. PLEASE
 IDENTIFY THESE ON ON THE PLANS.
  
 10) NOTE 7 DOES NOT LIST NAILING
 REQUIREMENTS FOR ZONE 3, WHICH APPLIES
 TO THE GABLE END. CITY AMENDMENTS 2306.1
 PLEASE REVISE.
  
 11) THE ROOF DESIGN CRITERIA IS LISTED
 ON SHEET 6. PLEASE INDICATE THE DESIGN
 CRITERIA THAT WAS USED TO DESIGN THE
 REST OF THE MAIN WIND-FORCE RESISTING
 SYSTEM.
  
 12)PLEASE PROVIDE CLEAR TIES FROM SHEETS
 1-6 OF THE PLANS TO THE DETAILS AND
 SECTIONS ON SHEETS A AND B.
  
 13) PLEASE INDICATE WHICH STORM PANEL
 SYSTEM OR COMBINATION OF THEM WILL BE
 USED. THE MASTER BEDROOM SLIDING GLASS
 DOOR IS NOT LISTED ON THE EASTERN METAL
 SUPPLY KEY PLAN OR SCHEDULE. THE SITE
 SPECIFIC ENGINEERING FORM ALL AMERICAN
 IS REQUIRED TO BE REVIEWED AND APPROVED
 BY THE DESIGNER OF RECORD FOR THE
 STRUCTURE. HIS SIGNATURE AND RAISED
 SEAL IS REQUIRED ON THE FORM.
  
 IF YOU HAVE A QUESTION PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2002-05-17 Cont ID  
Sent By sgraham Date 2002-05-17 Time 12:13 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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