Plan Review Details - Permit 10010072
Plan Review Stops For Permit 10010072
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2010-09-15 Cont ID  
Sent By jwitmer Date 2010-09-15 Time 07:53 Rev Time 1.00
Received By jwitmer Date 2010-09-15 Time 07:00 Sent To  
Notes
2010-09-15 07:50:52BUILDING PLAN REVIEW
 PERMIT: 10010072
 ADD: 4572 PALMBROOKE CIRCLE
 CONT: ARMENTI CONSTRUCTION
 TEL: (561)386-6826
 BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 SEPT.15/2010
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S).
  
 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY LATERAL FORCES SPECIFIED
 IN THIS CHAPTER. SEE SECTION 1609 FOR WIND AND SECTION
 1610 FOR LATERAL SOIL LOADS.
  
  
 JIM WITMER C. B. O.
 COMMERCIAL COMBINATION PLAN REVIEW
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2010-01-14 Cont ID  
Sent By jwitmer Date 2010-01-14 Time 16:03 Rev Time 0.77
Received By jwitmer Date 2010-01-14 Time 16:03 Sent To  
Notes
2010-01-14 16:14:35BUILDING PLAN REVIEW
 PERMIT: 10010072
 ADD: 4572 PALMBROOKE CIRCLE
 CONT: ARMENTI CONSTRUCTION
 TEL: (561)386-6826
 BLD CODE= 2007 FLORIDA BUILDING CODE
 W/ 2009 FBC SUPPLEMENTS
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 JAN. 14/ 2009
  
 1604.4 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY LATERAL FORCES SPECIFIED
 IN THIS CHAPTER. SEE SECTION 1609 FOR WIND AND SECTION
 1610 FOR LATERAL SOIL LOADS.
  
 1) PLANS FAIL TO PROVIDE COMPLIANCE WITH USING APPROVED
 RETAINING WALL MATERIALS, PLANS ALSO LACK SOILS DESIGN
 LOADS AS WELL.
  
 1806.1 GENERAL. WALLS BUILT TO RETAIN OR SUPPORT THE
 LATERAL PRESSURE OF EARTH OR WATER OR OTHER
 SUPERIMPOSED LOADS SHALL BE DESIGNED AND CONSTRUCTED OF
 MASONRY, CONCRETE, STEEL SHEET PILING OR OTHER APPROVED
 MATERIALS.
  
 1806.2 DESIGN. RETAINING WALLS SHALL BE DESIGNED TO
 RESIST THE DESIGN LATERAL SOIL LOADS IN SECTION 1610,
 INCLUDING BOTH DEAD AND LIVE LOAD SURCHARGES TO WHICH
 SUCH WALLS ARE SUBJECTED, AND TO ENSURE STABILITY
 AGAINST OVERTURNING, SLIDING, EXCESSIVE FOUNDATION
 PRESSURE AND WATER UPLIFT.
  
 1610.1 GENERAL. BASEMENT, FOUNDATION AND RETAINING
 WALLS SHALL BE DESIGNED TO RESIST LATERAL SOIL LOADS.
 SOIL LOADS SPECIFIED IN TABLE 1610.1 SHALL BE USED AS
 THE MINIMUM DESIGN LATERAL SOIL LOADS UNLESS SPECIFIED
 OTHERWISE IN A SOIL INVESTIGATION REPORT APPROVED BY
 THE BUILDING OFFICIAL. RETAINING WALLS FREE TO MOVE AND
 ROTATE AT THE TOP ARE PERMITTED TO BE DESIGNED FOR
 ACTIVE PRESSURE. DESIGN LATERAL PRESSURE FROM SURCHARGE
 LOADS SHALL BE ADDED TO THE LATERAL EARTH PRESSURE
 LOAD. DESIGN LATERAL PRESSURE SHALL BE INCREASED IF
 SOILS WITH EXPANSION POTENTIAL ARE PRESENT AT THE SITE.
  
 2) PLANS ALSO FAIL TO PROVIDE WIND DESIN CRITERIA FOR
 THE VARIOUS ELEMENTS TO BE PERMITTED.1603.1.4 WIND
 DESIGN DATA.
 THE FOLLOWING INFORMATION RELATED TO WIND LOADS SHALL
 BE SHOWN, REGARDLESS OF WHETHER WIND LOADS GOVERN THE
 DESIGN OF THE LATERAL-FORCE-RESISTING SYSTEM OF THE
 BUILDING:
 2.1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
  
 2.2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7.
  
 2.3. WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
  
 2.4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
  
 2.5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
 OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
 PLEASE TAKE A MOMENT TO COMPLETE OUR ANONYMOUS ON-LINE
 CUSTOMER SERVICE SURVEY AT:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 CONSTRUCTION SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2010-09-13 Cont ID  
Sent By dwise Date 2010-09-13 Time 18:31 Rev Time 0.00
Received By dwise Date 2010-09-13 Time 18:30 Sent To  
Notes
2010-09-13 18:31:31OK PER JOHN DICKINSON CONTRACT PLAN REVIEWER LICENSE
 NUMBER PX3182
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2010-01-20 Cont ID  
Sent By dpalmer Date 2010-01-20 Time 08:27 Rev Time 0.00
Received By dpalmer Date 2010-01-19 Time 15:50 Sent To  
Notes
2010-01-20 08:27:18 
 ** DENIED *
  
  
 1) NOTE: THE APPLIED VALUE FOR THE COMPLETE SCOPE OF
 WORK LISTED ON PLANS IS LOW. BASED ON THE PLANS THE
 WORK FOR ALL LABOR, MATERIALS, DESIGN COST AND
 EQUIPMENT NEEDS TO BE INCLUDED.
 THE SITE WALL , GATES, ELECTRICAL, LOW VOLTAGE WOULD BE
 UNDER SEPARATE PERMITS. PLEASE EXPLAIN IF THE SCOPE ON
 APPLICATION AND SCOPE ON PLANS IS SEPARATE.
 FBC 108.3 AS ADOPTED BY THE CITY OF WEST PALM BEACH
  
 2) NOTE: THERE ARE NO RELEVANT CODES ON PLANS AND
 INSUFFICIENT ELECTRICAL INFORMATION. PLANS STATES THERE
 ARE FOUR SPARE CIRCUITS HOWEVER PROVIDE NO INFORMATION
 ON BRANCH CIRCUIT SIZES, MOTOR LOADS, OVER CURRENT
 PROTECTION ETC.
 LOW VOLTAGE SCOPE DOES NOT INCLUDE WIRING METHODS IN
 WET LOCATIONS.
 PLEASE KNOW THAT AS OF OCTOBER 1ST, 2009 THE STATE AND
 FLORIDA BUILDING CODE ADOPTED THE 2008 NEC/ NFPA-70.
 PLEASE PROVIDE ELECTRICAL INFORMATION FOR ALL WIRING
 METHODS AND CONDUCTOR SIZES. 310.16, 240.4
 PLEASE INCLUDE VOLTAGE DROP CALCULATIONS. FBC
 13-413.AB1
 PLEASE INCLUDE COMPLETED PANEL SCHEDULES WITH LOADS OF
 EXISTING AND NEW. 408.4, 220.
 PLEASE SEE NEC 250 FOR GROUNDING. PLEASE SEE 250.122
 FOR SIZING OF EQUIPMENT GROUNDING CONDUCTORS.
  
  
 ** AS THERE IS SOME INFORMATION NOT YET SUBMITTED THERE
 MAY BE NEW COMMENTS ON THE FOLLOWING REVIEW WHICH CAN
 NOT BE MADE AT THIS TIME.
  
  
  
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2010-09-17 Cont ID  
Sent By mcarsill Date 2010-09-17 Time 11:40 Rev Time 0.00
Received By mcarsill Date 2010-09-17 Time 11:40 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2010-01-25 Cont ID  
Sent By mawillia Date 2010-01-25 Time   Rev Time 0.00
Received By mawillia Date 2010-01-25 Time   Sent To  
Notes
2010-01-25 21:59:46*****DENIED*****
  
  
 1. THE PROJECT SITE ADDRESS SHALL BE IN THE TITLE BLOCK
 OF EACH SUBMITTED PLAN SHEET.
  
 2. PLEASE ACKNOWLEDGE THAT FIRE DEPARTMENT ACCESS SHALL
 BE BE PROVIDED TO THE GATED SUBDIVISION OR DEVELOPMENT
 THROUGH THE USE OF THE KNOX GATE ENTRY SYSTEM. CONTACT
 THE KNOX COMPANY FOR AN APPLICATION FOR THE REQUIRED
 EQUIPMENT.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2010-08-30 Cont ID  
Sent By lmartine Date 2010-08-30 Time 15:12 Rev Time 0.00
Received By lmartine Date 2010-08-30 Time 15:11 Sent To  
Notes
2010-08-30 16:10:19C--26
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2010-02-12 Cont ID  
Sent By lmartine Date 2010-01-25 Time 11:16 Rev Time 0.00
Received By lmartine Date 2010-01-06 Time 11:15 Sent To  
Notes
2010-01-07 11:19:36INCOMING TO C-14
Review Stop Z ZONING
Rev No 2 Status P Date 2010-09-02 Cont ID  
Sent By kdfreema Date 2010-09-02 Time 15:28 Rev Time 0.00
Received By kdfreema Date 2010-09-02 Time 15:28 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2010-01-11 Cont ID  
Sent By kdfreema Date 2010-01-11 Time 08:50 Rev Time 0.00
Received By kdfreema Date 2010-01-11 Time 08:50 Sent To  
Notes
2010-01-11 09:19:01***FAILED***
  
 1. PLEASE PROVIDE A SURVEY OF THE AREA OF WORK THAT
 SHOWS THE PRESENT CONDITIONS.
  
 2. PLEASE CLARIFY HOW RAILROAD TIES, AS SHOWN IN THE
 RETAINING WALL DETAIL ON SHEET LS1, WILL BE USED TO
 CONSTRUCT A CURVED RETAINING WALL AS SHOWN IN THE
 SIDEWALK RECONFIGURATION PLAN DETAIL ON THE SAME SHEET.
  
 3. A MINOR AMENDMENT TO THE RESIDENTIAL PLANNED
 DEVELOPMENT WILL BE REQUIRED.
  
 PLEASE CONTACT KELLY FREEMAN, GIS PLANNER, AT
 561-822-1458 OR [email protected] WITH QUESTIONS.


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