Plan Review Details - Permit 13070370
Plan Review Stops For Permit 13070370
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2013-08-08 Cont ID  
Sent By rmcdouga Date 2013-08-08 Time 11:02 Rev Time 0.00
Received By rmcdouga Date 2013-08-05 Time 08:49 Sent To  
Notes
2013-08-08 06:42:422010 FBC
  
 DENIED BY BUILDING
  
 1) THE DESIGN INFORMATION ON SHEETS A2 AND A3 IS
 INCORRECT. THE STRUCTURE IS LOCATED IN 170 MPH VULT /
 132 VASD WINDSPEED. THE EXPOSURE CATEGORY IS D, DUE TO
 PROXIMITY TO THE INTER-COASTAL WATERWAY. IT IS NOT IN
 THE HVHZ (HIGH VELOCITY HURRICANE ZONE). THE 2010 FBC
 EXISTING BUILDING AND FBC RESIDENTIAL ARE THE
 APPLICABLE BUILDING CODES. ASCE 7 -10 IS THE REFERENCED
 DESIGN STANDARD. PLEASE CORRECT.
  
 2. THE GENERAL NOTES ON A3 REFERENCE STANDARDS NEED TO
 BE UPDATED TO THOSE REFERENCED IN THE 2010 FBC. PLEASE
 CHANGE TO THE 2008 EDITIONS OF ACI 530, ASCE 5, ASCE 6
 AND TMS 602. SEE FBCR CHAPTER 43.
  
 3) THE SCALE FOR THE SITE PLAN AND DEMO PLANS ON A1 IS
 NOT 1/4" = 1". PLEASE CORRECT. CITY AMENDMENTS
 107.2.1.4
  
 4) SUBMIT TWO COPIES OF PRODUCT APPROVALS FOR THE
 WINDOWS, ROOFING MATERIALS AND HURRICANE STRAPS,
 HANGERS AND OTHER CONNECTORS. DCA RULE 9N-3
  
 5) SPECIFY THE WINDOW TYPE AND AND SIZES ON SHEET A2.
 FBC R310 AND CITY AMENDMENTS 107.2.1
  
 6) SPECIFY THE ROOF SLOPE ON THE PLANS. A MINIMUM 2 /
 12 SLOPE IS REQUIRED FOR ASPHALT SHINGLES. TWO LAYERS
 OF UNDERLAYMENT ARE REQUIRED ON ROOFS WITH LESS THAN 4
 / 12 SLOPES. FBC R905.2.2
  
 7) IN THE FASTENER SCHEDULE ON SHEET A3, CODE SECTIONS
 FROM CHAPTER 44, THE HVHZ ARE SPECIFIED. THESE SECTIONS
 DO NOT APPLY TO THIS PROJECT, AS STATED IN REVIEW
 COMMENT #1.
  
 8) SUBMIT TWO COPIES OF ENERGY FORM 402 OR FORM 405 TO
 SHOW COMPLIANCE WITH 2010 FBC ENERGY CONSERVATION
 SECTION 103.2.1.1.
  
 9) SPECIFY THE UNDER FLOOR CRAWL SPACE INSULATION ON
 THE PLANS. FBC ENERGY CONSERVATION 402.1.1
  
 10) SHOW COMPLIANCE WITH FBC R 408.1 FOR CRAWL SPACE
 VENTILATION AND FBC R408.4 FOR UNDER-FLOOR SPACE
 ACCESS.
  
 11) SHOW COMPLIANCE WITH FBC R806.1 FOR ROOF
 VENTILATION OF THE ENCLOSED RAFTER RAFTER SPACES.
  
 12) SHOW COMPLIANCE WITH FBC R703.6.3 FOR THE REQUIRED
 BOND BREAK BETWEEN THE EXTERIOR STUCCO AND THE
 WATER-RESISTIVE BARRIER.
  
 13) THE TYPICAL WALL SECTION ON A3 SPECIFIES A 2 X 8
 BOTTOM PLATE AT THE BASE OF THE 2 X 6 FRAME WALLS.
 PLEASE CLARIFY. CITY AMENDMENTS 107.2.1
  
 14) SHOW COMPLIANCE WITH FBC R301.1, WHICH REQUIRES A
 CONTINUOUS LOAD PATH FROM THE ROOF TO THE FOUNDATION.
 THE WALL SECTION ON A3 DOES NOT SPECIFY ALL OF THE
 REQUIRED CONNECTIONS.
  
 15) SPECIFY THE SIZE AND EMBED DEPTH OF THE ANCHOR BOLT
 THAT WILL SECURE THE 2 X 8 SILL TO THE FOUNDATION STEM
 WALL SHOWN IN THE WALL SECTION ON A3. CITY AMENDMENTS
 107.2.1 AND FBC R301.1
  
 16) PROVIDE A FRAMING DETAIL FOR THE WINDOW OPENING IN
 THE EXTERIOR BEARING WALL. SPECIFY THE HEADER SIZE AND
 CONNECTORS. CITY AMENDMENTS 107.2.1 AND FBC R301.1
  
 17) THERE IS NO HORIZONTAL REINFORCEMENT SPECIFIED IN A
 BOND BEAM AT THE TOP OF THE STEM WALL THAT WILL TIE THE
 VERTICAL REINFORCEMENT TOGETHER AS IN TYPICAL STEM WALL
 CONSTRUCTION. PLEASE PROVIDE SIGNED AND SEALED
 ENGINEERED CALCULATIONS TO SHOW THAT THE STEM WALL
 DESIGN SPECIFIED ON THE PLANS IS CAPABLE OF SUPPORTING
 ALL LOADS REQUIRED BY THE BUILDING CODE. FBC R 301.1
 AND CITY AMENDMENTS 107.2.1 & 107.2.1.3
  
 18) PROVIDE DETAILS FOR THE LEDGER AT THE TOP OF THE
 EXISTING EXTERIOR WALL THAT THE JL26 HANGERS CARRYING
 THE RAFTERS WILL BE ATTACHED. SPECIFY THE LEDGER SIZE,
 ANCHORS, SPACING AND OTHER PERTINENT INFORMATION. CITY
 AMENDMENTS 107.2.1 AND FBC R801.2
  
 19) THE VALUE FOR THE ADDITION IS SPECIFIED AS $8000.00
 APPEARS TO BE LOW FOR THE ADDITION. CITY AMENDMENT
 109.3 STATES THAT FOR PERMITTING PURPOSES THE VALUATION
 SHALL BE THE TOTAL REPLACEMENT VALUE TO INCLUDE DESIGN
 FEES, MATERIAL, LABOR, OVERHEAD AND PROFIT, EXCLUDING
 ONLY LAND VALUE. PLEASE PROVIDE A DETAILED ESTIMATE
 AND/OR BONA FIDE SIGNED CONTRACTS FOR ALL WORK.
  
 20) IN ORDER TO REDUCE REVIEW TIME, PLEASE SUBMIT A
 RESPONCE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS WAS ADDRESSED.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2013-08-05 Cont ID  
Sent By rmcdouga Date 2013-08-05 Time 13:36 Rev Time 0.00
Received By rmcdouga Date 2013-08-05 Time 13:36 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2013-08-08 Cont ID  
Sent By rmcdouga Date 2013-08-08 Time 11:02 Rev Time 0.00
Received By rmcdouga Date 2013-07-10 Time 11:25 Sent To  
Notes
2013-07-11 11:25:53SENT TO R18 SHELF FOR REVIEW. JG.
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2013-08-05 Cont ID  
Sent By rmcdouga Date 2013-08-05 Time 08:41 Rev Time 0.00
Received By rmcdouga Date 2013-08-05 Time 08:39 Sent To  
Notes
2013-08-05 08:41:54AFTER THE PLANS HAVE BEEN APPROVED. ONE SET OF PLANS
 WILL NEED TO BE SIGNED OUT AND TAKEN TO PALM BEACH
 COUNTY FOR AN IMPACT FEE REVIEW. THE PLANS AND A COPY
 OF THE PAID IMPACT FEE RECIEPT ARE TO BE RETURNED TO
 THE CITY FOR REVIEW.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2013-08-05 Cont ID  
Sent By rmcdouga Date 2013-08-05 Time 13:37 Rev Time 0.00
Received By rmcdouga Date 2013-08-05 Time 08:39 Sent To  
Notes
2013-08-05 13:51:052010 FBC
 DENIED BY MECHANICAL
  
 1) PROVIDE 2 SETS OF MECHANICAL PLANS SHOWING THE
 LOCATION AND SIZE OF THE DUCTS, GRILLS AND THE CFMS OF
 THE SUPPLY AIR FOR THE BEDROOM. FBCR M1601.1 AND CITY
 AMENDMENTS 107.3.5.3
  
 2) SHOW COMPLIANCE WITH FBCR M1602.4 FOR BALANCED
 RETURN AIR AT THE NEW BEDROOM.
  
 3) PROVIDE THE SIGNATURE, NAME AND LICENSE NUMBER OF
 THE PERSON RESPONSIBLE FOR THE DESIGN ON THE MECHANICAL
 PLANS. CITY AMENDMENTS 107.2.1
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
 [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2013-07-17 Cont ID  
Sent By dkittenr Date 2013-07-17 Time 09:51 Rev Time 0.00
Received By dkittred Date 2013-07-16 Time 14:51 Sent To  
Notes
2013-07-16 14:26:077/16/13


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