Plan Review Details - Permit 15010802
Plan Review Stops For Permit 15010802
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2015-02-12 Cont ID  
Sent By skennedy Date 2015-02-12 Time 16:23 Rev Time 0.00
Received By skennedy Date 2015-02-12 Time 16:23 Sent To  
Notes
2015-02-12 16:25:521ST REVIEW: FBC 2010
  
 THE CONTRACT SUBMITTED IS APPARENTLY NOT SIGNED BY THE
 OWNER. THERE IS A SIGNATURE THAT IS SIGNIFICANTLY
 DIFFERENT THAN THAN THE PREVIOUSLY SUBMITTED SIGNATURE.
  
 STEVEN KENNEDY, CBO
 CHIEF PLANS EXAMINER
 (561) 805-6710
 [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-02-06 Cont ID  
Sent By shill Date 2015-02-06 Time 17:18 Rev Time 0.00
Received By shill Date 2015-02-04 Time 07:32 Sent To  
Notes
2015-02-03 15:48:40****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. REGARDING THE CONTRACT, THE NOTARY IS TO SEE FLORIDA
 STATUTE 117.05 (4). THE SIGNATURES ARE ILLEGIBLE AND
 THE INFORMATION/JURAT OR NOTARIAL CERTIFICATE REQUIRED
 IN THE STATUTE WERE NOT A PART OF THE NOTARY'S
 CERTIFICATION.
  
 CONTRACTOR?S LICENSE REQUIRED ON ALL DOCUMENTS RELATED
 TO CONTRACTING, FS489.
  
 PLEASE REVISE CONTRACT/NOTARY INFORMATION ACCORDINGLY.
  
 FBC 109
  
 2. FS489, CONTRACTOR'S LICENSE DOES NOT APPEAR ON THE
 CONTRACT AS REQUIRED BY SECTION 489.115(B). PLEASE
 REVISE.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-01-26 Cont ID  
Sent By skennedy Date 2015-01-26 Time 13:00 Rev Time 0.00
Received By skennedy Date 2015-01-26 Time 13:00 Sent To  
Notes
2015-01-26 13:07:531ST REVIEW: FBC 2010
  
 THA VALUE ON THE APLICATION APPEARS TO BE UNDER VALUED.
 PLEASE PROVIDE A COPY OF A CONTRACT BETWEEN THE PARTIES
 LISTED ON THE BUILDING PERMIT APPLICATION AS OWNER,
 WILLIAM E. EUBANKS, AND CONTRACTOR, MARK JENKINS,
 ABACOA CONSTRUCTION, TO DEMONSTRATE THE VALUE OF WORK.
  
 FBC 109.3 BUILDING PERMIT VALUATION. FOR PERMITTING
 PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS SHALL BE
 TOTAL REPLACEMENT VALUE TO INCLUDE STRUCTURAL,
 ELECTRIC, PLUMBING, MECHANICAL, INTERIOR FINISH,
 RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN FEES,
 MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING ONLY
 LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE LATEST
 PUBLISHED DATA OF NATIONAL CONSTRUCTION COST ANALYSIS
 SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY
 INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT
 VALUATION SHALL BE SET BY THE BUILDING OFFICIAL.
  
 STEVEN KENNEDY, CBO
 CHIEF PLANS EXAMINER
 (561) 805-6710
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2015-01-23 Cont ID  
Sent By cranford Date 2015-01-23 Time 15:46 Rev Time 0.00
Received By cranford Date 2015-01-23 Time 14:24 Sent To I
Notes
2015-01-23 15:46:121. ALL CONSTRUCTION WASTE AND DEBRIS FROM NEW
 CONSTRUCTION OR MAJOR ALTERATION OR REPAIR SHALL BE
 KEPT IN AN ENCLOSED CONTAINER TO MINIMIZE DEBRIS FROM
 LITTERING ADJACENT PROPERTIES AND PUBLIC RIGHTS-OF-WAY.
 THE PERMITTEE, CONTRACTOR OR LANDOWNER SHALL CAUSE SUCH
 WASTE OR DEBRIS TO BE REMOVED WEEKLY IN ACCORDANCE WITH
 SECTION 74-2 OF THE CITY OF WEST PALM BEACH CODE OF
 ORDINANCES.
 2. ALL MUD OR DEBRIS SHALL BE CONTINUALLY REMOVED FROM
 THE PUBLIC SIDEWALKS AND STREETS. CONSTRUCTION DEBRIS
 AND NEW CONSTRUCTION MATERIAL SHALL NOT BE STORED
 WITHIN THE RIGHT-OF-WAY.
 3. CONTRACTORS, SUBCONTRACTORS, PERSONS HOLDING PERMITS
 TO PERFORM LAND DISTURBING CONSTRUCTION AND LAND
 DEVELOPMENT ACTIVITIES AND THE LANDOWNERS OF
 CONSTRUCTION SITES SHALL, AT THE DIRECTION OF THE
 ENGINEERING SERVICES DIRECTOR OR DESIGNEE, EITHER
 REPAIR, OR REIMBURSE THE CITY FOR ITS COSTS INCURRED TO
 REPAIR, ANY DAMAGE TO ANY PUBLIC RIGHT-OF-WAY THAT IS
 CAUSED BY ANY CONSTRUCTION VEHICLE INVOLVED IN THE LAND
 DISTURBING CONSTRUCTION OR LAND DEVELOPMENT ACTIVITIES.
 4. REMOVAL OF PAVEMENT, DRIVES, SIDEWALK, CURBS AND
 GUTTERS: EDGES OF PAVEMENT SHALL BE PRE-CUT STRAIGHT,
 CLEAN AND SQUARE BEYOND ANY DAMAGED AREA. SIDEWALKS,
 CURBS OR GUTTERS SHALL BE REMOVED IN FULL SECTIONS OR A
 MINIMUM OF FIVE FEET IN LENGTH, AND ALL BROKEN EDGES
 CUT SMOOTH BY USE OF A SUITABLE POWER SAW OR OTHER
 APPROPRIATE MEANS. (CITY OF WEST PALM BEACH STANDARDS
 FOR CONSTRUCTION AND USE OF PUBLIC RIGHTS-OF-WAY AND
 EASEMENTS)
 5. ALL CURB ELEMENTS SHALL HAVE A FOUNDATION OF ?PAD?
 WITH A MINIMUM LBR RATION OF 70 AND SHALL BE AT LEAST
 4? IN THICKNESS, EXTENDING 6? MINIMUM BEYOND THE EDGES
 OF THE CONCRETE, COMPACTED TO 90% OF MAXIMUM DENSITY,
 PER AASHTO T-180, UNLESS OTHERWISE APPROVED.
 6. SIDEWALKS AND OTHER CONCRETE WORK SHALL BE OF
 PORTLAND CEMENT CONCRETE, A MINIMUM OF 3,000 PSI. BATCH
 TICKETS ARE TO BE SUBMITTED TO THE CITY INSPECTOR AT
 THE TIME OF INSPECTION.
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2015-02-12 Cont ID  
Sent By skennedy Date 2015-02-12 Time 16:25 Rev Time 0.00
Received By skennedy Date 2015-02-11 Time 13:10 Sent To  
Notes
2015-02-11 13:10:42TO SAK DESK
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-02-03 Cont ID  
Sent By shill Date 2015-02-03 Time 15:48 Rev Time 0.00
Received By shill Date 2015-01-28 Time 08:07 Sent To  
Notes
2015-01-29 08:49:471/29 TO SH DESK
  
2015-01-29 08:07:13TO SAK DESK
  
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-01-26 Cont ID  
Sent By cranford Date 2015-01-26 Time 13:07 Rev Time 0.00
Received By skennedy Date 2015-01-26 Time 13:00 Sent To  
Notes
2015-01-22 17:00:16ROUTED TO ZONING
Review Stop Z ZONING
Rev No 1 Status P Date 2015-01-23 Cont ID  
Sent By sgraham Date 2015-01-23 Time 10:13 Rev Time 0.00
Received By sgraham Date 2015-01-23 Time 10:13 Sent To E
Notes
***NONE***


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