Plan Review Details - Permit 02041951
Plan Review Stops For Permit 02041951
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2003-04-08 Cont ID  
Sent By jwitmer Date 2003-04-08 Time 12:38 Rev Time 0.25
Received By jwitmer Date 2003-04-08 Time 12:38 Sent To  
Notes
2003-04-08 00:00:00REV: ACCORDION SHUTTERS/ OK
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-03-26 Cont ID  
Sent By shernand Date 2003-04-03 Time 09:43 Rev Time 0.50
Received By jwitmer Date 2003-03-26 Time 15:01 Sent To  
Notes
2003-03-26 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02041951
 ADD: 3472 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 08:28 Rev Time 0.50
Received By btrobaug Date 2002-10-18 Time 06:42 Sent To  
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 14:58 Rev Time 0.25
Received By btrobaug Date 2002-08-26 Time 14:58 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-08-09 Cont ID  
Sent By btrobaug Date 2002-08-09 Time 14:33 Rev Time 0.00
Received By jwitmer Date 2002-08-10 Time 12:06 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2002-05-20 Cont ID  
Sent By btrobaug Date 2002-05-20 Time 08:53 Rev Time 0.00
Received By btrobaug Date 2002-05-20 Time 08:52 Sent To R
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 09:43 Rev Time 0.00
Received By shernand Date 2003-04-03 Time 09:43 Sent To B
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 12:55 Rev Time 0.00
Received By dpalmer Date 2003-03-10 Time 12:55 Sent To B
Notes
2003-03-10 00:00:00TO JW`S DESK
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2003-01-27 Cont ID  
Sent By pkrauss Date 2003-01-27 Time 15:18 Rev Time 0.35
Received By pkrauss Date 2003-01-27 Time 15:18 Sent To  
Notes
2003-01-27 00:00:00MECH REV PERMIT 02081255
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 12:16 Rev Time 0.33
Received By hmoser Date 2002-07-20 Time 12:16 Sent To  
Notes
2002-07-20 00:00:00PASS/PRIVISO
 1) NEED FRESH AIR CALCULATIONS FOR ROUGH
 INSPECTION
 PLAN REVIEW BY HAROLD MOSER 7/20/02
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2002-05-16 Cont ID  
Sent By hmoser Date 2002-05-16 Time 14:55 Rev Time 0.33
Received By hmoser Date 2002-05-16 Time 14:55 Sent To  
Notes
2002-05-16 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 15:22 Rev Time 0.00
Received By kstevens Date 2002-08-09 Time 15:21 Sent To  
Notes
2002-08-09 00:00:00RESUB - 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 06:41 Rev Time 0.33
Received By jleech Date 2002-05-11 Time 06:41 Sent To  
Notes
***NONE***
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 12:06 Rev Time 1.25
Received By jwitmer Date 2002-08-10 Time 12:06 Sent To  
Notes
2002-08-10 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT:02041951
 ADD: LOT 5 SEC 6 RENAISSANCE
 CONT: HOME DYNAMICS
 TEL: (954)520-1698
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 *****PROVISO*****
  
  
 1) PROVIDE ORIGINAL SIGNED PERMIT
 APPLICATION FORM.
  
 2) PROVIDE COPIES OF BOTH BZ RECEIPTS, O
 RIGINAL AND THE UPPED CALCULATED VALUE
 PLUS RADON CHARGE.
  
 3) SUBMIT PLANS TO P.B. COUNTY FOR
 IMPACT FEE ASSESSMENT.
  
 4) PROVIDE RECORDED NOTICE OF COMMENCE-
 MENT.
  
 5) 1007.8.1 WINDERS SHALL HAVE A
 MINIMUM TREAD DEPTH OF 6" AT THE NARROW-
 EST EDGE & SHALL HAVE A MINIMUM TREAD
 DEPTH OF 11" AT A POINT 12" FROM THE
 NARROW EDGE. WINDERS SHALL BE PERMITTED
 TO BE USED AS A COMPONENT IN MEANS OF
 EGRESS WITHIN A DWELLING UNIT. SEE
 SHEET A-5. SUBMIT REVISION BEFORE THE
 FRAMING INSPECTION.
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-06-08 Cont ID  
Sent By btrobaug Date 2002-05-20 Time 08:53 Rev Time 2.50
Received By jwitmer Date 2002-06-08 Time 10:44 Sent To  
Notes
2002-06-08 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02041951
 ADD: LOT# 31, SEC# 6, RENAISSANCE
 CONT: HOME DYNAMICS CONST. CORP.
 TEL: (954)520-1698 ( MIKE HANLEY)
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 ****BUILDING PROVISO****
  
  
 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.
  
 4) SH A-1 CENTER, BOTTOM OF PAGE DISCREP
 ANCY, PLANS READ "CONFORM TO THE
 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.
 CLOSPAY OVERHEAD DOOR, HIGHLIGHT WHICH
 MODEL SHALL BE USED FOR PRESSURE DESIGN.
 MISSING FRONT ENTRY DOOR REPORT.
 MISSING THE ROOFING ASSEMBLY REPORT ALSO
 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.
 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.
  
 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.
 THE PRODUCT TESTING REPORTS INDICATE
 A DIDDERENT ATTACHMENT METHOD FROM THAT
 DESIGNED BY THE DESIGN PROFESSIONAL,
 FOR WIDOWS DOORS AS WELL AS OVERHEAD GAR
 AGE DOOR.
  
 7) FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
  
 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 DETAIL FLOOR INSULATION
 BETWEEN THE 2ND FL LEVEL & THE GARAGE
 CEILING.
  
 10) PLANS INDICATE THE USE OF SEMCO
 PRODUCTS, NO LONGER IN BUSINESS! THE
 SAME HOLDS TRUE WITH HUGHES PRODUCTS,
 DELETE NOTES & UPDATE MANUFACTURER AND
 MODEL NUMBER, ALL REFRENCES.
 1707.3.1 JOIST HANGERS, FRAMING
 ANCHORS & SIMILAR DEVICES SHALL BE TEST-
 ED IN ACCORDANCE W/ ASTM D 1761 & BE
 LABELED AND LISTED FOR THEIR LOAD CARRY-
 ING CAPACITY.
  
 11)A-2 INDICATES THE UPLIFT VALUES
 OF THE TRUSSES & GIRDERS, NO MANUFACTUER
 INFORMATION IS GIVEN FOR HOLD DOWN
 DEVICES, INDICTE MANUFAC./ MODEL.
  
 12) SHEET A-4 SECTION 1 TYPICAL 2-STORY,
 TABLE600 FOOTNOTE "I", THE FIRE RESIS-
 TANCE REQUIREMENTS FOR EXTERIOR WALLS
 WITHIN 5'-0" OR LESS IN HORIZONTAL SEPER
 ATION SHALL BE BASED UPON INTERIOR AND
 EXTERIOR FIRE EXPOSURE. SEE 709.6.6.2
 FOR WOOD FRAME 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 THET
 IME ASSIGNED 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 FLOOR CEILING AND FLOOR OF THE
 SECOND FLOOR NO INSULATION IS DETAILED,(
 REQUIRED FOR ENERGY CODE), HOW WILL THE
 1 HR RATING BE ACHIEVED FROM BOTH SIDES?
  
 13) THIS SECOND FLOOR SAME SHEET AS
 ABOVE, NEEDS CLARIFICATION, CONTINIOUS
 LOAD PATH OF RESISTANCE NEEDS TO BE
 ACHEIVED, USE A CURRENT MANUFACTURER OF
 HURRICANE RESISTANT STRAP, DELETE NOTE
 "STRAP EMBEDDED INTO CONCRETE 6" WHERE
 A WOOD TO WOOD CONNECTIONS ARE REQUIRED!
 THIS SAME DETAIL INDICATES NO RIM
 JOIST, BAND BOARD, WHAT WILL THE STRAPSF
 ROM THE STUDS 2ND FLOOR FASTEN TO?
 CONTINIOUS PATH! ALSO 2X4 BLOCKING, IF
 THE STUD STRAPPING IS TO BE FASTENED TO
 THE BLOCKING, HOW SHALL CONTINIOUS PATH
 OCCUR?
  
 14) SHEET A-2 NOTE #3 THE ARCHETECT OF
 RECORD NOTES THAT "THE TRUSS BRACING ON
 THIS PLAN SUPERCEDES THE BRACING SHOWN
 ON THE TRUSS ENGINEERS SHOP DRAWINGS.
 DOES THIS MEAN IF THERE IS A FAILURE DO
 TO BRACING THE ARCHETECT OF RECORD SHALL
 RESUME RESPONSIBILITY? ASECOND ISSUE
 WOULD BE INSPECTIONS?
  
 15)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.
  
 16)A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 17) A COPY OF THE CALCULATED VALUE AND
 ASSOCIATED PERMIT FEES ARE ATTACHED.
  
 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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