Plan Review Details - Permit 02091077
Plan Review Stops For Permit 02091077
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2003-02-26 Cont ID  
Sent By btrobaug Date 2003-02-26 Time 10:48 Rev Time 0.50
Received By btrobaug Date 2003-02-26 Time 10:37 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-12-19 Cont ID  
Sent By dpalmer Date 2002-12-19 Time 12:38 Rev Time 0.50
Received By dpalmer Date 2002-12-19 Time 12:37 Sent To P
Notes
2002-12-19 00:00:00PLANS STILL REDLINED.
  
 225-31
 SD IN KIT.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-10-31 Cont ID  
Sent By dpalmer Date 2002-10-31 Time 06:18 Rev Time 0.50
Received By dpalmer Date 2002-10-31 Time 06:15 Sent To B
Notes
2002-10-31 00:00:00************ NOTE REDLINED **********
  
 1)NOTE: PANEL STILL SHOWN W/ NO MAIN??
 225-31. NOTED ON PLAN.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-10-02 Cont ID  
Sent By btrobaug Date 2002-10-30 Time 17:55 Rev Time 0.50
Received By dpalmer Date 2002-10-02 Time 06:56 Sent To B
Notes
2002-10-02 00:00:00************ NOTES/REVISIONS ******
  
 1)NOTE: PLEASE NOTE,NO MAIN IN PANEL/
 REQ`D PER 225-31.
  
 2)NOTE: PLEASE NOTE RECEPTS TO BE WITHIN
 3' OF SINK. 210-52D
  
 3)NOTE: PLEASE NOTE IF DEN/LIBARY IS
 CONVERTED TO SLEEPING ROOM. A SD IS
 REQ`D INSIDE AND OUTSIDE.
 NFPA-72 2-2.1.1.1
  
 4)NOTE: PLEASE NOTE MISSING RECEPTS PER
 210-52.
  
 PLEASE REVISE AND SUBMIT THE ABOVE
 INFORMATION FOR REVIEW.
 IF THERE ARE ANY QUESTIONS, PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2002-12-13 Cont ID  
Sent By btrobaug Date 2002-12-13 Time 17:00 Rev Time 0.00
Received By btrobaug Date 2002-12-13 Time 17:00 Sent To R
Notes
2002-12-13 00:00:00TO ROB M./WRT.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2002-10-30 Cont ID  
Sent By btrobaug Date 2002-10-30 Time 17:55 Rev Time 0.00
Received By btrobaug Date 2002-10-29 Time 17:56 Sent To E
Notes
2002-10-30 00:00:00TO DVP./WRT.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-09-28 Cont ID  
Sent By jleech Date 2002-09-28 Time 13:27 Rev Time 0.33
Received By jleech Date 2002-09-28 Time 13:27 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-12-20 Cont ID  
Sent By kstevens Date 2002-12-20 Time 17:47 Rev Time 0.25
Received By kstevens Date 2002-12-20 Time 17:47 Sent To  
Notes
2002-12-20 00:00:00PASSED/PROVISO - REVISION REQUIRED THAT
 REFLECTS FLOOR PLAN WILL ALL FIXTURES.
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-09-28 Cont ID  
Sent By dpalmer Date 2002-12-19 Time 12:38 Rev Time 0.33
Received By jleech Date 2002-09-28 Time 13:27 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-12-18 Cont ID  
Sent By rmcdouga Date 2002-12-18 Time 09:27 Rev Time 3.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-12-18 00:00:00BUILDING PROVISO
  
 1) PROVIDE A SOIL TEST REPORT INDICATING
 THE SAFE BEARING CAPACITY OF THE SOIL
 THAT IS SIGNED AND SEALED BY A FL SOIL
 ENGINEER PRIOR TO POURING FOUNDATION PER
 L. HATTEN. SEE CITY OF WPB AMENDMENTS TO
 SECTION 1804..2.2.
  
 2)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - SINGLE FRENCH DOOR WITH DESIGN
 PRESSURES OF +46 & -60.4 PSF.
 - DOUBLE OUTSWING DOORS
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2002-11-04 Cont ID  
Sent By btrobaug Date 2002-12-13 Time 17:00 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-11-04 00:00:00BUILDING DENIED
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) PROVIDE A COMPLETE SOIL TEST REPORT
 INDICATING SOIL BEARING CAPACITY. REPORT
 IS REQUIRED TO BE SIGNED, SEALED AND
 DATED BY A FLORIDA SOIL ENGINEER.
  
 4) THE INTERNAL PRESSURE COEFFICIENT ON
 A1 SHOULD BE DESIGNATED + AND - TO
 INDICATE THE INWARD AND OUTWARD FORCES.
  
 5) PROVIDE SPECIFICATIONS FOR THE 4X8
 SOLID PRE-CAST LINTEL BETWEEN ENTRY DOOR
 AND FIXED GLASS TRANSOM. PROVIDE A
 LINTEL SCHEDULE FOR ALL LINTELS.
  
 6) CLARIFY GLASS BLOCK NOTE ON A8. GLASS
 BLOCK IN WALLS ENCLOSING TUBS, SHOWERS,
 ETC. AND WITHIN 36" HORIZONTALLY OF A
 STANDING OR WALKING SURFACE IS REQUIRED
 TO HAVE A UNIFORM FACE THICKNESS OF
 0.25 INCH PER FBC 2405.2.2.
  
 7) THE THICKNESS OF THE STEEL HEADER IS
 GIVEN AS 1-1/4" ON A8. PLEASE CLARIFY.
  
 8) PROVIDE (2) COPIES OF A KEY PLAN AND
 A CORRESPONDING INSTALLATION SCHEDULE
 INDICATING THE SPECIFIC TYPE OF ANCHORS
 USED FOR THE HURRICANE PANELS. INDICATE
 THE MOUNTING OPTIONS THAT WILL BE USED.
 NOTE: THIS INFORMATION IS REQUIRED AT
 THIS TIME OR YOU WILL BE REQUIRED TO
 PULL A SEPARATE PERMIT AND PAY
 ADDITIONAL FEES.
  
 9) THE SLIDING GLASS DOOR PRODUCT
 APPROVALS ARE MISSING THE SECOND PAGE.
 THE PRODUCT ACCEPTANCE NUMBERS ON THE
 DRAWINGS ARE DIFFERENT FROM THOSE ON THE
 PRODUCT APPROVAL.
  
 10) PROVIDE SPECIFICATIONS FOR THE ONE
 HOUR FIRE RATED ASSEMBLY AND THE UL
 LISTING INFORMATION.
  
 11) PLEASE REMOVE THE PRODUCT APPROVALS
 FOR THE GLASS BLOCK THAT YOU WILL NOT BE
 USING. SUBMIT THE PRODUCT APPROVALS FOR
 ONLY THE PRODUCT THAT ARE GOING TO BE
 INSTALLED.
  
 12) IN ORDER TO MEET THE WINDLOAD
 PRESSURES LISTED ON THE PLANS, THE FIXED
 GLASS ARCHED AND TRANSOM WINDOWS NEED TO
 BE 3/16" TEMPERED GLASS. TEMPERED GLASS
 IS NOT INDICATED ON THE PLANS FOR THESE
 WINDOWS.
  
 13) INDICATE ON THE SINGLE HUNG WINDOW
 PRODUCT APPROVALS THE TYPE OF GLASS TO
 BE USED. NOTE: SOME OF THE GLASS TYPES
 WILL NOT MEET THE DESIGN PRESSURES
 REQUIRED BY THE PLANS.
  
 14) THE SITE SPECIFIC PRODUCT APPROVAL
 FORMS FOR THE EXTERIOR SIDE SWING DOORS
 ARE REQUIRED TO BE SIGNED, SEALED AND
 DATED BY THE DESIGNER OF RECORD FOR THE
 STRUCTURE. THE LOCATION OF THE STRUCTURE
 IS REQUIRED TO BE ON THE FORMS. THE TEST
 REPORTS ARE REQUIRED WHEN IMPACT
 RESISTANCE IS INDICATED. SEE ITEM 7.5
 ON THE FORM.
  
 15) PROVIDE PRODUCT APPROVALS FOR
 VERTICAL STRUCTURAL MULLIONS AT WINDOWS.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-10-16 Cont ID  
Sent By rmcdouga Date 2002-10-16 Time 15:31 Rev Time 5.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-10-16 00:00:00BUILDING DENIED
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) PROVIDE A COMPLETE SOIL TEST REPORT
 INDICATING SOIL PREP. RECOMMENDATIONS &
 SOIL BEARING CAPACITY. REPORT TO HAVE
 WET SIGNATURE, DATE AND EMBOSSED SEAL OF
 STATE OF FL SOIL ENGINEER.
  
 4) PLEASE CORRECT CONSTRUCTION TYPE
 LISTED ON A4 TO TYPE VI.
  
 5) PLEASE INDICATE ON PLANS THAT WIRE
 FABRIC LOCATED IN THE MIDDLE TO THE
 UPPER 1/3RD OF THE SLAB SHALL BE SUP-
 PORTED BY APPROVED MATERIALS OR SUPPORTS
 AT SPACING NOT TO EXCEED 3 FT OR
 INDICATE THE LOCATION OF EXPANSION
 JOINTS, IF NOT USING THE EXCEPTION. SEE
 2001 FBC SEC.1909.3.
  
 6)FL. BLD CODE 1606.1.7 THE FOLLOWING
 INFORMATION RELATED TO WIND SHALL BE
 SHOWN ON THE CONSTRUCTION DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 7) SPECIFY ONE HOUR RATED GLASS BLOCK AT
 ZERO LOT LINE. REVISE GLASS BLOCK DETAIL
 TO SHOW FIRE RATED GLASS BLOCK ASSEMBLY.
  
 8) PROVIDE DETAILS AND SPECIFICATIONS
 FOR THE 4X8 SOLID LINTEL BETWEEN ENTRY
 DOOR AND FIXED GLASS ABOVE.
  
 9) GLASS BLOCK IN MASTER BATH ARE IN
 HAZARDOUS LOCATIONS AND MUST HAVE A MIN.
 UNIFORM FACE THICKNESS OF 0.25". SEE
 2001 FBC SEC.2405.2.2. PLEASE NOTE THIS
 ON PLANS.
  
 10) INDICATE THE SIZE OF TUBE STEEL
 COLUMNS AND THE THICKNESS OF THE STEEL.
  
 11) PROVIDE COMPLETE INFORMATION FOR THE
 2" STEEL HEADER DETAIL. INDICATE THE
 WELD TYPE, THICKNESS OF TUBE STEEL, ETC.
  
 12) PLEASE SPECIFY THE SIZE OF THE
 WASHERS USED ON THE TAPCONS USED TO
 ATTACH THE GARAGE DOOR BUCKS ON THE
 DETAIL ON A8.
  
 13)PROVIDE (2) COPIES OF A KEY PLAN AND
 CORRESPONDING INSTALLATION SCHEDULE
 INDICATING THE SPECIFIC TYPES OF ANCHORS
 TO BE USED FOR STORM PANELS. INDICATE
 THE MOUNTING OPTIONS THAT WILL BE USED.
 THIS INFORMATION IS REQUIRED PRIOR TO
 PERMIT OR A SEPARATE PERMIT WITH
 ADDITIONAL FEES WILL BE REQUIRED.
  
 14)THE PRODUCT APPROVALS FOR THE SLIDING
 GLASS DOORS IS MISSING PAGE 2. PLEASE
 SUBMIT COMPLETE REPORT.
  
 15) PROVIDE SPECIFICATIONS FOR THE ONE
 HOUR FIRE RATED GLASS BLOCK ASSEMBLY AND
 THE UL LISTING INFORMATION.
  
 16) PLEASE CLARIFY THE TYPE OF GLASS
 BLOCK THAT WILL BE USED. PRODUCT
 APPROVALS WERE SUBMITTED FOR GLASS BLOCK
 FROM TWO DIFFERENT MANUFACTURERS. THE
 DETAILS ON A8 INDICATE PITTSBURG
 CORNING GLASS BLOCK. IF WECK GLASS BLOCK
 IS USED, REVISE DETAIL.
  
 17) IN ORDER TO MEET THE WINDLOAD
 PRESSURES LISTED ON THE PLANS THE FIXED
 GLASS ARCHED AND TRANSOM WINDOWS WILL
 NEED TO BE 3/16" TEMPERED GLASS
 ACCORDING TO THE PRODUCT APPROVALS THAT
 WERE SUBMITTED. PLEASE INDICATE TEMPERED
 GLASS ON THE PLANS FOR THESE WINDOWS.
  
 18) PLEASE INDICATE ON THE PRODUCT
 APPROVAL FOR THE SINGLE HUNG WINDOWS THE
 TYPE OF GLASS THAT WILL BE USED. THE
 DESIGN PRESSURES LISTED ON THE PLANS
 EXCEEDS THE DESIGN PRESSURES LISTED IN
 THE PRODUCT APPROVAL FOR SOME OF THE
 GLASS TYPES.
  
 19) THE SITE SPECIFIC PRODUCT APPROVALS
 FOR THE EXTERIOR SIDE SWINGING DOORS
 ARE REQUIRED TO BE SIGNED, SEALED AND
 DATED BY THE DESIGNER OF RECORD FOR THE
 STRUCTURE. THE LOCATION OF THE STRUCTURE
 IS REQUIRED TO BE ON THE FORM. PROVIDE
 THE TEST REPORTS FOR LARGE MISSLE IMPACT
 AS REQUIRED BY GENERAL NOTE 7.5 ON THE
 FORM.
  
 20) PROVIDE PRODUCT APPROVALS FOR
 STRUCTURAL MULLIONS AT WINDOWS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2002-09-25 Cont ID  
Sent By sgraham Date 2002-09-25 Time 09:38 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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