Plan Review Details - Permit 02041953
Plan Review Stops For Permit 02041953
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2003-04-08 Cont ID  
Sent By jwitmer Date 2003-04-08 Time 11:54 Rev Time 0.25
Received By jwitmer Date 2003-04-08 Time 11:54 Sent To  
Notes
2003-04-08 00:00:00REV: ACCORDION SHUTTERS
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-03-26 Cont ID  
Sent By shernand Date 2003-04-03 Time 09:42 Rev Time 0.50
Received By jwitmer Date 2003-03-26 Time 14:26 Sent To  
Notes
2003-03-26 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02041953
 ADD: 3468 COMMODORE CT
 CONT: HOME DYNAMICS
 TEL: (954) 520-1698
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 REVISION : ACCORDION SHUTTERS
 ACTION: DENIED
  
 1) PROVIDE STORM PANEL INFORMATION WITH
 INSTALLATION SCHEDULE AND KEY PLAN WITH
 SPECIFIC ANCHORS AND MOUNTING TO BE USED
 FOR ALL NON-IMPACT GLAZING.
 FBC 1606.1.4.
  
 2)FL BLD CODE 2001 SECTION 103.6,
 1606.1.4, 1707.4 & 3401.7.2.4.
 PROCEDURES: 1(B) A COMPLETE INSTALLATION
 SCHEDULE SUMMARIZING & IDENTIFYING
 OPENING SIZES, STORY HEIGHTS, UNIT MARK
 NUMBERS, UNIT SPANS/WIDTHS, UNIT STORM
 BAR REINFORCING REQUIREMENTS, WALL PRES-
 SURE ZONES, SLAT TYPES, ETC., SHALL BE
 SUBMITTED AT TIME OF PERMIT APPLICATION
 TO FACILITATE PLAN REVIEW AND PERMIT
 ISSUANCE.
  
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-10-18 Cont ID  
Sent By btrobaug Date 2002-10-18 Time 09:53 Rev Time 0.50
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Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-08-26 Cont ID  
Sent By btrobaug Date 2002-08-26 Time 15:51 Rev Time 0.50
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***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-08-09 Cont ID  
Sent By btrobaug Date 2002-08-09 Time 14:54 Rev Time 0.00
Received By jwitmer Date 2002-08-10 Time 10:49 Sent To R
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-06-06 Cont ID  
Sent By btrobaug Date 2002-06-06 Time 13:44 Rev Time 0.00
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Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-04-03 Cont ID  
Sent By shernand Date 2003-04-03 Time 09:42 Rev Time 0.00
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Notes
2003-04-03 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-03-10 Cont ID  
Sent By dpalmer Date 2003-03-10 Time 13:03 Rev Time 0.00
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Notes
2003-03-10 00:00:00TO JW`S DESK.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2002-07-20 Cont ID  
Sent By hmoser Date 2002-07-20 Time 13:09 Rev Time 0.33
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***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2002-05-18 Cont ID  
Sent By hmoser Date 2002-05-18 Time 14:41 Rev Time 0.33
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Notes
2002-05-18 00:00:00PLAN DENIED
 NO ENERGY CALCS OR MANUAL J
 PLAN REVIEW BY HAROLD MOSER
 [561]659-8096 EXT 8390
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-08-09 Cont ID  
Sent By kstevens Date 2002-08-09 Time 15:48 Rev Time 0.00
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Notes
2002-08-09 00:00:00RESUB OK - NEW SHEETS P-1
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-05-11 Cont ID  
Sent By jleech Date 2002-05-11 Time 07:31 Rev Time 0.33
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Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status F Date 2002-10-10 Cont ID  
Sent By rmcdouga Date 2002-10-10 Time 15:27 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-10-10 00:00:00REVISION DENIED
  
 1) DRAWINGS ARE NOT SIGNED AND SEALED BY
 THE DESIGNER OF RECORD.
  
 2) PROVIDE FRAMING DETAILS FOR SOFFIT
 OVER BED AND OPENING IN ANGLE WALL.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-08-10 Cont ID  
Sent By jwitmer Date 2002-08-10 Time 10:50 Rev Time 1.00
Received By jwitmer Date 2002-08-10 Time 10:50 Sent To  
Notes
2002-08-10 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02041953
 ADD: LOT 30/ SEC 6 RENAISSANCE
 CONT: HOME DYNAMICS
 TEL: (954)520-1698
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 *****BUILDING PROVISO*****
  
 1) PROVIDE THE ORIGINAL SIGNNED PERMIT
 APPLICATION FORM.
  
 2) PROVIDE COPIES OF BOTH BZ RECEIPTS
 ORIGINAL & THE UPPED CALCULATED VALUE &
 RADON CHARGES.
  
 3) SUBMIT PLANS TO P. B. COUNTY FOR
 COUNTY IMPACT FEE ASSESSMENT.
  
 4) SHEET A-5 STAIRWAY SEE SEC. 1007.8.1
 FOR CORECTION OF WINDER STAIRWAY TO BE
 SUBMITTED BEFORE FRAMING INSPECTION.
  
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-06-05 Cont ID  
Sent By btrobaug Date 2002-08-09 Time 14:54 Rev Time 0.00
Received By jwitmer Date 2002-06-05 Time 10:55 Sent To  
Notes
2002-06-06 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02041953
 ADD: LOT#30 SEC#6 RENAISSANCE
 CONT: HOME DYNAMICS
 TEL:(954) 520-1698 (MIKE HANLEY)
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1)FL BLDG 1909.3 (EXEPTION# 2)
 CONCRETE SLABS ON GRADE CONTAINING 6X6/
 W1.4XW1.4 WELDED WIRE REINFORCEMENT
 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 IN
 ACCORDANCE WITH MANUFACTURER'S SPEC.
  
 2)1804.1.3 THE BOTTOM OF THE FOUNDA-
 TION SHALL EXTEND NO LESS THAN 12"
 BELOW FINISH GRADE.
  
 3) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 THIS REPORT PAGE 9 OF 9 LIMITATIONS,
 RESTATES THAT NOT SUFFICIENT FOR A FINAL
 DESIGN OF THE FOUNDATION SYSTEM.
  
 4) SH.A-1 CENTER BOTTOM OF PAGE DISCREP-
 ANCY, PLANS READ " CONFORM TO 2001 FBC/
 ASCE 5-95" SHOULD READ 7-98.
  
 5) FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORT, SBCCI OR DADE COUNTY
 REPORT ARE ACCEPTED.
 A) CLOSPAY OVERHEAD GARAGE DOOR; HIGH-
 LIGHT WHICH MODEL SHALL BE USED FOR
 PRESSURES DESIGN.
 B) MISSING REPORT FOR THE FRONT ENTRY
 DOOR. PROVIDE DADE COUNTY OR SBCCI RE-
 PORT, (2 COPIES).
 C) MISSING ROOFING ASSEMBLIES REPORT,
 DADE COUNTY OR SBCCI ARE ACCEPTED.
 D) 1707.4.5.1 MULLIONS OCCURRING
 BETWEEN INDIVIDUAL WINDOW AND GLASS
 DOOR ASSEMBLIES. TESTING REPORTS ARE
 REQUIRED BY AN APPROVED TESTING
 LABORATORY OR BE ENGINEERED.
 E) 1707.4.5.2 MULLIONS SHALL BE DESIGN-
 ED TO TRANSFER THE DESIGN PRESSURE LOADS
 APPLIED BY THE WINDOW OR DOOR ASSEMBLIES
 TO THE ROUGH OPENING SUBTRATE.
 F)PROVIDE (2) PRODUCT APPROVALS, KEY
 PLANS AND INSTALLATION SCHEDULES
 INDICATING THE SPECIFIC TYPES OF ANCHORS
 TO BE USED FOR STORM PANELS.
  
 6)1707.4.4.1 ANCHOR REQUIREMENTS:
 WINDOW & DOOR ASSEMBLIES SHALL BE ANCHOR
 ED IN ACCORDANCE WITH THE PUBLISHED
 MANUFACTURER'S RECOMMENDATIONS TO
 ACHIEVE THEDESIGN PRESSURE SPECIFIED.
 SUBSTITUTE ANCHORING SYSTEM USED FOR
 THE SUBSTRATE NOT SPECIFIED BY THE
 FENESTRATION MANUFACTURER SHALL PROVIDE
 EQUAL OR GREATER ANCHORING AS DEMONSTRA-
 TED BY ACCEPTED ENGINEERING PRACTICES.
  
 7) PROVIDE ENERGY CALCULATIONS AND
 EQUIPMENT SIZING CALCULATIONS (MANUAL J)
 AS REQUIRED BY THE 1997 FLORIDA ENERGY
 EFFICIENCY CODE FOR BUILDING
 CONSTRUCTION.
  
 8)2305.2.2 FLOOR/CEILING ASSEMBLIES
 SINGLE FAMILY DWELLINGS. IN FLOOR/CEIL/
 ING ASSEMBLIES SEPERATING USEABLE SPACE
 INTO 2 OR MORE APPROXIMATE AREAS WITH NO
 AREA GREATER THAN 500 SQ FT. DRAFTSTOP-
 PING SHALL BE PROVIDED PARALLEL TO THE
 MAIN FRAMING MEMBERS.
  
 9) PLANS DO NOT INDICATE INSULATION
 BENEATH THE 2ND FLOOR ABOVE THE GARAGE
 CEILING.
  
 10) PLANS INDICATE THE USE OF SEMCO
 STRAPS, NO LONGER IN BUSINESS!THE SAME
 WITH HUGHES PRODUCTS, DELETE THESE NOTES
 ADD CURRENT MANUFACTURER & MODEL.
  
 11)SHEET A-2 INDICATES THE UPLIFT VALUES
 OF THE TRUSSES & GIRDERS, NO MANUFAC-
 TURER INFORMATION OR MODEL NUMBER
 SPECIFIED.
  
 12) SHEET A-4 SECTION 1 TYPICAL 2-STORY:
 TABLE 600 FOOTNOTE "I", THE FIRE RESIS-
 TANCE REQUIREMENTS FOR EXTERIOR WALLS
 WITH 5' OR LESS HORIZONTAL SEPERATION
 SHALL BE BASED UPON BOTH INTERIOR AND
 EXTERIOR FIRE EXPOSURES.
 709.6.2.2 THE FIRE RESISTANCE RATING OF
 A WOOD FRAMED ASSEMBLY IS EQUAL TO THE
 SUM OF THE TIME ASSIGNED TO THE MEMBRANE
 ON THE FIRE EXPOSED SIDE, THE TIME
 ASSIGNED TO THE FRAMING MEMBERS AND THE
 TIME ASIGNED FOR ADDITIONAL CONTRIBUTION
 BY OTHER PROTECTIVE MEASURES SUCH AS
 INSULATION. THE MEMBRANE ON THE
 UNEXPOSED SIDE SHALL NOT BE INCLUDED IN
 DETERMINING THE FIRE RESISTANCE OF THE
 ASSEMBLY.
 THE TOTAL TIME WHEN ADDING THE 1/2"
 DRYWALL, INSULATION & 2X4 FRAMING ADDS
 UP TO 50 MINUTES (2ND FLOOR). BETWEEN
 THE FIRST FLOORCEILING AND FLOOR OF THE
 SECOND FLOOR NO INSULATION IS DETAILED,
 HOW WILL THE 1 HR RATING BE ACHIEVED
 FROM BOTH SIDES?
  
 13) THIS SECOND FLOOR DETAIL NEEDS CLARI
 FICATION, A CONTINIOUS LOAD PATH OF
 RESISTANCE NEEDS TO BE ACHIEVED, USE A
 CURRENT MANUFACTURER OF THE HURRICANE
 RESISTANT STRAP, DELETE THE NOTE "STRAP
 EMBEDDED 6" INTO CONCRETE 6"" WHERE WOOD
 TO WOOD CONNECTIONS ARE REQUIRED!
 THIS SAMEDETAIL INDICATES NO RIM
 JOIST, BAND BOARD, WHAT WILL THE STRAPS
 FROM THE STUDS FASTEN TO? CONTINIOUS
 PATH! ALSO 2X4 BLOCKING, IF THE STUD
 STRAPPING IS TO FASTEN TO THE BLOCKING,
 HOW WILL CONTINIOUS PATH OCCUR?
  
 14) SHEET A-2 NOTE# 3 THE ARCITECT OF
 RECORD NTOES THAT"THE TRUSS BRACING ON
 THIS PLAN SUPERSEDES THE BRACING SHOWN
 ON THE TRUSS ENGINEERER'S SHOP DRAWINGS.
 DOES THIS MEAN THERE IS A FAILURE DO TO
 BRACING THE ARCHETECT SHALL RESUME
 RESPONSIBILITY? A SECOND ISSUE WOULD BE
 INSPECTIONS?
  
 15) PLEASE INDICATE THE WALL HEIGTH BE-
 HIND THE WATER CLOSET? 1203.2.6 EX(3)
 DOES ALLOW MIN. 5'-0", SEE QUALIFYING
 STATEMENT.
  
 16)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.
  
 17) A COPY OF THE CALCULATED VALUE AND
 ASSOCIATED PERMIT FEES ARE ATTACHED.
  
 18) THE SIDE ENTRY WALL & GATE AS DEPICT
 ED 5'-0" FROM THE BUILDING SHALL BE PART
 OF THE BUILDING PERMIT, THERE IS NO
 OTHER INFORMATION AS TO WHAT WILL OCCUR
 AFTER THIS POINT!
  
 19)PROVIDE NOC RECORDED WITH THE CLERK
 OF COURT BEFORE A PERMIT CAN BE ISSUED.
  
 ANY QUESTIONS PLEASE CALL,
 JIM WITMER
 BUILDING PLAN REVIEW
 DEPARTMENT OF CONSTRUCTION SERVICES
 CITY OF WEST PALM BEACH
 (561) 659-8096 EXT. 8412
Review Stop Z ZONING
Rev No 1 Status P Date 2002-05-03 Cont ID  
Sent By sgraham Date 2002-05-03 Time 14:07 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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