Plan Review Details - Permit 02041957
Plan Review Stops For Permit 02041957
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-03-26 Cont ID  
Sent By shernand Date 2003-04-02 Time 13:55 Rev Time 0.50
Received By jwitmer Date 2003-03-26 Time 13:39 Sent To  
Notes
2003-03-26 00:00:00BUILDING PLAN REVIEW
 PERMIT: 02041957
 ADD: 3394 TURTLE COVE
 CONT: HOME DYNAMICS
 TEL: (954)275-8569
 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.
  
 A SAMPLE ATTACHMENET SCHEDULE ATTACHED!
 REMEMBER THE 2ND FLOOR IS WOOD FRAMED!
 USE THE CORRECT FASTENERS!
 BUILDING PLAN REVIEW
 JIM WITMER
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2002-10-15 Cont ID  
Sent By btrobaug Date 2002-10-15 Time 12:21 Rev Time 0.50
Received By btrobaug Date 2002-10-15 Time 11:52 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2002-09-10 Cont ID  
Sent By btrobaug Date 2002-09-10 Time 11:32 Rev Time 0.50
Received By btrobaug Date 2002-09-10 Time 11:01 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-08-12 Cont ID  
Sent By btrobaug Date 2002-08-12 Time 08:55 Rev Time 0.00
Received By btrobaug Date 2002-08-12 Time 07:38 Sent To R
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 14:27 Rev Time 0.00
Received By btrobaug Date 2002-05-20 Time 14:12 Sent To R
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-04-02 Cont ID  
Sent By shernand Date 2003-04-02 Time 13:55 Rev Time 0.00
Received By shernand Date 2003-04-02 Time 13:55 Sent To B
Notes
2003-04-02 00:00:00JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-03-12 Cont ID  
Sent By sthyng Date 2003-03-12 Time 16:08 Rev Time 0.00
Received By sthyng Date 2003-03-12 Time 16:08 Sent To B
Notes
2003-03-12 00:00:00SENT TO JW DESK
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-02-06 Cont ID  
Sent By dpalmer Date 2003-02-06 Time 17:53 Rev Time 0.00
Received By dpalmer Date 2003-02-06 Time 17:53 Sent To M
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2003-02-18 Cont ID  
Sent By pkrauss Date 2003-02-18 Time 07:58 Rev Time 0.15
Received By pkrauss Date 2003-02-18 Time 07:57 Sent To  
Notes
2003-02-18 00:00:00MECHANICAL PERMIT 02081248 - REVISED
 ENERGY CALCS (12 SEER)
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-11-26 Cont ID  
Sent By dpalmer Date 2003-02-06 Time 17:53 Rev Time 0.35
Received By pkrauss Date 2002-11-26 Time 12:01 Sent To  
Notes
2002-11-26 00:00:00CHANGE OF CONTRACTOR FROM XELOR TO
 LINDSTROM. MECH PERMIT 02111537. CHANGE
 OF CONTRACTOR & PERMIT FILED W/PLANS
 PERMIT 02041957
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 11:17 Rev Time 0.50
Received By hmoser Date 2002-07-20 Time 11:17 Sent To  
Notes
2002-07-20 00:00:00PASS/PROVISO
 1) NEED MODEL NUMBER OF EVAPORATOR COIL
 FOR FINAL
 2) NEED PROGRAMMABLE T.STAT FOR FINAL
 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 15:16 Rev Time 0.33
Received By hmoser Date 2002-05-16 Time 15:16 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 1 Status P Date 2002-05-11 Cont ID  
Sent By jleech Date 2002-05-11 Time 08:29 Rev Time 0.33
Received By jleech Date 2002-05-11 Time 08:29 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 4 Status F Date 2002-10-10 Cont ID  
Sent By rmcdouga Date 2002-10-10 Time 15:18 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-10-10 00:00:00 
 REVISION DENIED
  
 1) DRAWINGS ARE NOT SIGNED AND SEALED BY
 THE DESIGNER OF RECORD.
  
 2) PROVIDE FRAMING DETAILS FOR DRYWALL
 SHELF.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2002-09-08 Cont ID  
Sent By jwitmer Date 2002-09-08 Time 16:40 Rev Time 0.07
Received By jwitmer Date   Time   Sent To  
Notes
2002-09-08 00:00:00REVISION 8/31/02 DECRATIVE ACCENT PIECES
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-08-12 Cont ID  
Sent By jwitmer Date 2002-08-12 Time 14:08 Rev Time 1.25
Received By jwitmer Date 2002-08-12 Time 13:42 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2002-06-10 Cont ID  
Sent By btrobaug Date 2002-08-12 Time 08:55 Rev Time 3.25
Received By jwitmer Date 2002-06-10 Time 13:10 Sent To  
Notes
2002-06-10 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02041957
 ADD: LOT#48 SEC#5 RENAISSANCE
 CONT: HOME DYNAMICS CONSTRUCTION
 TEL: (954)275-8569
 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. SHEET A-4, TYPICAL
 WALL SEC NOTE 1821.1.1 IS FOR "HIGH WIND
 AREAS".
  
 3) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 THE REPORT SUBMITTED INDICATES ON PAGE
 #9"THE INFORMATION PROVIDED IN THIS
 REPORT IS NOT SUFFICIENT FOR A FINAL
 DESIGN OF THE FOUNDATION"
  
 SHEET A-1 BOTTOM RIGHT OF CENTER,
 DISSCREPANCY, PLANS CONFORM TO 2001FBC
 /ASCE 5-95, SHOULD READ 7-98.
  
 5) PLANS INDICATE CHANGES IN BLACK INK,
 QUESTIONABLE AS TO WHOS CHANGES THESE
 ARE? PRESSURE ZONES , ARE ALSO ADDED
 WITHOUT THE ARCHETECTS INTITIALS OR
 ACCOMPANYING SIGNED / SEALED LETTER.
  
 6) ACOPY OF THE ASSOCIATIONS COVENANT,
 THE ROOF IS OVER THE ZERO-SIDE PROPERTY
 LINE.
  
 7) 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) ROOFING REPORT, PROVIDE A CURRENT
 ROOFING ASSEMBLY REPORT.
 B) GARAGE DOOR,OVERHEAD DOOR, HIGHLIGHT
 THE MODEL TO BE USED.
 C) FRONT ENTRY DOOR, 2 COPIES
 D) GLASS BLOCK, TO BE 1 HOUR RATED!!!
 THE GLASS BLOCK ARE LOCATED ON A 1HR.
 RATED WALL, NO OPENINGS ALLOWED NO
 DERATING FOR OPENINGS.
 E) STORM SHUTTERS PROVIDE A KEY PLAN
 W/ TESTING REPORT.
 F) 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.
  
 8)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.
  
 9)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.
 SHEET A-4 DETAILS INDICATE A DIFFERENT
 METHOD OF ATTACHMENT THAN SPECIFIED BY
 THE PRODUCT APPROVAL,CHECK ALL REPORTS
 VS DETAILS!
  
 10)FL BLD CODE CHAP 13 ENERGY EFFICENCY
 PROVIDE ENERGY CALS/ W MANUAL "J"
 11)
 SHEET A-2 ROOF FRAMING PLAN, DOES NOT
 PROVIDE THE MAGNITUDE OF FORCES THAT
 ARE TO BE RESISTED, VERTICAL, HORIZONTAL
 OR GRAVITY.
  
 12) TRUSS ANCHOR SCHEDULE NOT INCLUDED,
 INDICATE MANUFACTURER, AND MODEL, DELETE
 ALL NOTES FOR SEMCO AND HUGHES, THESE
 MANUFACTURERS ARE NO LONGER IN BUSINESS.
  
 13) SHEET A-4 NO IDENTIFICATION AS TO
 WHAT TYPE OF LATH IS TO BE USED FOR THE
 STUCO SOFFIT, FL BLDG CODE 2504.2.2.
 2504.2.2 INSTALLATION OF EXTERIOR
 LATHING AND FRAMING SHALL COMPLY WITH
 ASTM C-1063.
  
 14) SHEET A-4 SECTION 1 TYPICAL 2-STORY
 TABLE 600 FOOTNOTE "I" THE FIRE RESIS-
 TANCE REQUIREMENTS FOR EXTERIOR WALLS
 WITH 5' OR LESS IN 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.
  
 15) THIS SECOND FLOOR DETAIL NEEDS CLARI
 FICATIONA CONTINIOUS LOAD PATH OF RESIS-
 TANCE NEEDS TO BE ACHEIVED, USE A CURREN
 T MANUFACTURER OFTHE HURRICANE RESIS-
 TANT STRAP,DELETE THE NOTE" STRAP
 EMBEDED 6" INTO CONCRETE, WHERE A WOOD
 TO WOOD CONECTION IS REQUIRED!
 THIS SAME DETAIL INDICATES NO RIM
 JOIST, BAND BOARD, WHAT WILL THE STRAP
 BE FASTENED TO? CONTINIOUS PATH!
 ALSO 2X4 BLOCKING , IF THE STUD STRAPP-
 ING IS TO FASTEN TO THE BLOCKING, HOW
 WILL CONTINIOUS PATH OCCUR?
  
 15) SHEET A-2 NOTE#3 THE ARCHETECT OF
 RECORD NOTES THAT " THE TRUSS BRACING ON
 THIS PLAN SUPERCEDES THE BRACING SHOWN
 ON THE TRUSS ENGINEER'S SHOP DRAWINGS.
 DOES THIS MEAN IF THERE IS A FAILURE DO
 TO BRACING THE ARCHETECT SHALL RESUME
 RESPONSIBILITY?
  
 16) THE SIDE ENTRY GATE & WALL DEPICTS
 A 5'-0" SECTION, TO BE INCLUDED UNDER
 THIS PERMIT.
  
 17)ACOPY OF THE CALCULATED FEES ARE
 ATTACHED.
  
 18)BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH CO.,THE PERMIT PLANS STAMPED BY
 THEM AND THE RECEIPT ATTACHED TO THE
 PERMIT APPLICATION.
  
 19)A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED 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 14:08 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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