Plan Review Details - Permit 13051112
Plan Review Stops For Permit 13051112
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2013-10-21 Cont ID  
Sent By rmcdouga Date 2013-10-21 Time 10:31 Rev Time 0.00
Received By rmcdouga Date 2013-10-21 Time 07:23 Sent To  
Notes
2013-10-21 07:29:06AN APPRAISAL FROM C & C APPRAISERS, INC (RD6348) WAS
 SUBMITTED. THE DWELLING WAS VALUED AT $1,518,300.00
 (MARKET VALUE). THE CUMLITIVE TOTAL OF COSTS FOR
 APPLICABLE WORK FOR THIS DWELLING IS $ 211, 641.00,
 BASED ON PERMIT RECORDS. THE COSTS OF IMPROVEMENTS ARE
 LESS THAN FIFTY PERCENT OF THE MARKET VALUE OF THE
 STRUCTURE. BASED ON THE CITY FLOOD ORDIANCE AND FEMA
 REGULATIONS, THIS IS NOT CONSIDERED A SUBSTANTIAL
 IMPROVEMENT AND THE PROPOSED WORK TO THE POST-FIRM
 (1980) STRUCTURE COMPLIES AND WILL NOT MAKE THE
 BUILDING NON-COMPLIANT.
 NOTE: ACCORDING TO THE COPY OF THE ELEVATION
 CERTIFICATE (FRONT PAGE ONLY) THAT WAS SUBMITTED, THE
 GARAGE FLOOR (7.2 FT) AND SOME OF THE EQUIPMENT
 SERVICING THE BUILDING (7.1 FT) ARE BELOW THE
 ADDITIONAL 6 INCH FREEBOARD REQUIRED BY THE CITY OF
 WEST PALM BEACH'S FLOOD ORDINANCE. IF YOU MAKE ANY
 FUTURE IMPROVEMENTS TO THE ATTACHED GARAGE OR CHANGE
 THE EXTERIOR MECHANICAL EQUIPMENT, THEY WILL BE
 REQUIRED TO BE BROUGHT INTO COMPLIANCE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2013-07-08 Cont ID  
Sent By rmcdouga Date 2013-07-08 Time 11:15 Rev Time 0.00
Received By rmcdouga Date 2013-07-08 Time 11:15 Sent To  
Notes
2013-07-08 11:16:512010 FBC
  
 DENIED BY BUILDING
  
 1) THE STRUCTURE IS LOCATED IN AN A5 SPECIAL FLOOD
 HAZARD ZONE WITH A BFE OF 7 FEET. THE CUMULATIVE COST
 OF WORK DONE TO THIS RESIDENCE BASED ON BUILDING PERMIT
 RECORDS IS $194,441.00 WHICH IS MORE THAN 50 % OF THE
 VALUE OF THE STRUCTURE LISTED BY THE PROPERTY APPRAISER
 AS $103,624.00. THE ENTIRE STRUCTURE IS REQUIRED TO
 HAVE THE LOWEST FLOOR ELEVATED TO SIX INCHES ABOVE BFE.
 SEE CITY MUNICIPAL CODE SECTION BELOW.
  
 SEC. 94-611.DEFINITIONS - SUBSTANTIAL IMPROVEMENT MEANS
 ANY COMBINATION OF REPAIRS, RECONSTRUCTION, ALTERATION,
 OR IMPROVEMENTS TO A STRUCTURE, TAKING PLACE DURING THE
 LIFE OF A STRUCTURE, IN WHICH THE CUMULATIVE COST
 EQUALS OR EXCEEDS 50 PERCENT OF THE MARKET VALUE OF THE
 STRUCTURE.
  
 SEC. 94-546. - PROVISIONS FOR FLOOD HAZARD REDUCTION.
  
 (A) AREAS OF SPECIAL FLOOD HAZARD GENERALLY. IN ALL
 AREAS OF SPECIAL FLOOD HAZARD, THE FOLLOWING PROVISIONS
 ARE REQUIRED:
 (1) ALL NEW CONSTRUCTION AND SUBSTANTIAL IMPROVEMENTS
 SHALL BE ANCHORED TO PREVENT FLOTATION, COLLAPSE OR
 LATERAL MOVEMENT OF THE STRUCTURE, AND SHALL BE
 CONSTRUCTED WITH MATERIALS AND UTILITY EQUIPMENT
 RESISTANT TO FLOOD DAMAGE BY METHODS AND PRACTICES THAT
 MINIMIZE FLOOD DAMAGE.
  
 (2) ALL NEW AND REPLACEMENT WATER SUPPLY SYSTEMS AND
 SANITARY SEWAGE SYSTEMS SHALL BE DESIGNED TO MINIMIZE
 OR ELIMINATE INFILTRATION OF FLOOD WATERS INTO THE
 SYSTEMS AND DISCHARGES FROM THE SYSTEMS INTO FLOOD
 WATERS; ON-SITE WASTE DISPOSAL SYSTEMS SHALL BE LOCATED
 TO AVOID IMPAIRMENT TO THEM OR CONTAMINATION FROM THEM
 DURING FLOODING.
  
 (3) ANY ALTERATION, REPAIR, RECONSTRUCTION OR
 IMPROVEMENTS TO A STRUCTURE ON WHICH THE START OF
 CONSTRUCTION WAS BEGUN AFTER MARCH 1, 1979, SHALL MEET
 THE REQUIREMENTS OF NEW CONSTRUCTION AS CONTAINED IN
 THIS ARTICLE.
  
 (B) AREAS OF SPECIAL FLOOD HAZARD WITH BASE FLOOD
 ELEVATION PROVIDED. IN ALL AREAS OF SPECIAL FLOOD
 HAZARD WHERE BASE FLOOD ELEVATION DATA HAS BEEN
 PROVIDED AS SET FORTH IN THIS ARTICLE, THE FOLLOWING
 PROVISIONS ARE REQUIRED:
 (1) RESIDENTIAL CONSTRUCTION. ALL NEW CONSTRUCTION OR
 SUBSTANTIAL IMPROVEMENT OF ANY EXISTING RESIDENTIAL
 STRUCTURE SHALL HAVE THE LOWEST FLOOR, INCLUDING
 BASEMENT, ELEVATED TO SIX INCHES ABOVE THE BASE FLOOD
 ELEVATION.
  
 2) SUBMIT TWO COPIES OF THE PRODUCT APPROVALS FOR THE
 NEW SLIDING GLASS DOORS AND FRENCH DOORS WITH SIDELITES
 AS REQUIRED BY DCA RULE 9N-3.
  
 3) THE PRODUCT APPROVALS ARE REQUIRED TO BE REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD FOR
 THE PROJECT. CITY AMENDMENTS 107.3.4.1
  
 4) PROVIDE TWO SETS OF MANUFACTURER'S SPECIFICATIONS
 AND INSTALLATION REQUIREMENTS FOR THE PROPOSED
 ELEVATOR. CITY AMENDMENTS 107.2.1.3
  
 5) SPECIFY WHERE THE ELEVATOR EQUIPMENT WILL BE
 LOCATED. CITY AMENDMENTS 107.2.1
  
 6) THE EXISTING FLOOR TRUSSES ARE NOT DESIGNED TO CARRY
 THE LOADS THAT WILL BE TRANSFERED TO THEM BY THE NEW
 GIRDER TRUSSES THAT WILL BE TRANSFERRING THE LOADS OF
 THE TRUSS THAT WILL BE CUT TO ALLOW FOR THE ELEVATOR
 OPENING. PLEASE INDICATE HOW THIS WILL BE ADDRESSED.
 CITY AMENDMENTS 107.2.1.3
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2013-10-21 Cont ID  
Sent By rmcdouga Date 2013-10-21 Time 12:19 Rev Time 0.00
Received By rmcdouga Date 2013-10-21 Time 12:19 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2013-07-02 Cont ID  
Sent By dharvey Date 2013-07-02 Time 15:23 Rev Time 0.00
Received By dharvey Date 2013-07-02 Time 15:13 Sent To  
Notes
2013-07-02 15:24:04BY RL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2013-10-21 Cont ID  
Sent By rmcdouga Date 2013-10-21 Time 10:31 Rev Time 0.00
Received By rmcdouga Date 2013-09-23 Time 08:51 Sent To  
Notes
2013-09-24 08:51:34SENT TO MCDOUGAL'S DESK FOR REVIEW. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2013-07-08 Cont ID  
Sent By rmcdouga Date 2013-07-08 Time 14:49 Rev Time 0.00
Received By rmcdouga Date 2013-05-31 Time 18:07 Sent To  
Notes
2013-05-31 18:07:23R7
  
Review Stop P PLUMBING
Rev No 2 Status N Date 2013-10-21 Cont ID  
Sent By rmcdouga Date 2013-10-21 Time 12:19 Rev Time 0.00
Received By rmcdouga Date 2013-10-21 Time 12:19 Sent To  
Notes
2013-10-21 12:21:05SCOPE OF WORK WAS CHANGED AND PLUMBING WORK WAS
 REMOVED.
Review Stop P PLUMBING
Rev No 1 Status P Date 2013-07-08 Cont ID  
Sent By rmcdouga Date 2013-07-08 Time 11:15 Rev Time 0.00
Received By rmcdouga Date 2013-07-08 Time 11:15 Sent To  
Notes
***NONE***


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