Plan Review Details - Permit 16041189
Plan Review Stops For Permit 16041189
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2016-07-08 Cont ID  
Sent By   Date 2016-07-08 Time 07:30 Rev Time 0.00
Received By jwitmer Date 2016-07-08 Time 07:01 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-05-13 Cont ID  
Sent By jwitmer Date 2016-05-13 Time 08:00 Rev Time 0.00
Received By jwitmer Date 2016-05-13 Time 07:30 Sent To  
Notes
2016-05-13 07:49:19 
 BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16041189
 ADD: 1309 N. FLAGLER DR.
 CONT: SUPERIOR HOME BUILDERS
 TEL: 561-793-8656
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2014 EXISTING BUILDING CODE LEVEL II 701.3 COMPLIANCE.
 ALL NEW CONSTRUCTION ELEMENTS, COMPONENTS, SYSTEMS, AND
 SPACES SHALL COMPLY WITH THE REQUIREMENTS OF THE
 FLORIDA BUILDING CODE, BUILDING.
  
 1ST REVIEW
 DATE: FRI. MAY 13/2016
 ACTION: DENIED
  
 1) MECHANICAL SHEET M201 SHOWS THE REUSE OF AN EXISTING
 A/C CURB. THE STRUCTURAL ENGINEER OF RECORD WILL NEED
 TO VERIFY THE ATTACHMENT OF THE ROOF TOP CURB TO THE
 ROOF FRAMING MEMBERS WILL MEET THE CURRENT WIND LOADS.
 THIS SAME DIAGRAM ALSO INDICATES THE USE OF A CURB
 ADAPTOR. PLEASE PROVIDE THE ATTACHMENT DETAILS OF THE
 CURB ADAPTER TO THE CURB AS WELL AS THE CURB TO THE NEW
 ROOF TOP RTU UNIT. PLEASE PROVIDE THE WIND DESIGN
 CRITERIA USED FOR THE ANCHORING OF THE EXISITNG CURB,
 CURB ADPTOR AND RTU.
  
 2014 FBC-B 1604.4 ANALYSIS. LOAD EFFECTS ON STRUCTURAL
 MEMBERS AND THEIR CONNECTIONS SHALL BE DETERMINED BY
 METHODS OF STRUCTURAL ANALYSIS THAT TAKE INTO ACCOUNT
 EQUILIBRIUM, GENERAL STABILITY, GEOMETRIC COMPATIBILITY
 AND BOTH SHORT- AND LONG-TERM MATERIAL PROPERTIES.
 EVERY STRUCTURE SHALL BE DESIGNED TO RESIST THE
 OVERTURNING EFFECTS CAUSED BY THE LATERAL FORCES
 SPECIFIED IN THIS CHAPTER. SEE SECTION 1609 FOR WIND
 LOADS?
  
 2014 FBC-M- 301.15 WIND RESISTANCE. MECHANICAL
 EQUIPMENT, APPLIANCES AND SUPPORTS THAT ARE EXPOSED TO
 WIND SHALL BE DESIGNED AND INSTALLED TO RESIST THE WIND
 PRESSURES DETERMINED IN ACCORDANCE WITH THE FLORIDA
 BUILDING CODE, BUILDING.
  
 2) ROOF TOP ELEVATIONS AND ACCESS TO ROOF TOP UNIT
 ELEVATION AND LOCATION TO THE EDGE OF ROOF IS UNKNOWN:
 2A) 1013.6 MECHANICAL EQUIPMENT. GUARDS SHALL BE
 PROVIDED WHERE APPLIANCES, EQUIPMENT, FANS, ROOF HATCH
 OPENINGS OR OTHER COMPONENTS THAT REQUIRE SERVICE ARE
 LOCATED WITHIN 10 FEET (3048 MM) OF A ROOF EDGE OR OPEN
 SIDE OF A WALKING SURFACE AND SUCH EDGE OR OPEN SIDE IS
 LOCATED MORE THAN 30 INCHES (762 MM) ABOVE THE FLOOR,
 ROOF OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED SO
 AS TO PREVENT THE PASSAGE OF A SPHERE 21 INCHES (533
 MM) IN DIAMETER. THE GUARD SHALL EXTEND NOT LESS THAN
 30 INCHES (762 MM) BEYOND EACH END OF SUCH APPLIANCE,
 EQUIPMENT, FAN OR COMPONENT.
  
 2B) 1013.7 ROOF ACCESS. GUARDS SHALL BE PROVIDED WHERE
 THE ROOF HATCH OPENING IS LOCATED WITHIN 10 FEET (3048
 MM) OF A ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE
 AND SUCH EDGE OR OPEN SIDE IS LOCATED MORE THAN 30
 INCHES (762 MM) ABOVE THE FLOOR, ROOF OR GRADE BELOW.
 THE GUARD SHALL BE CONSTRUCTED SO AS TO PREVENT THE
 PASSAGE OF A SPHERE 21 INCHES (533 MM) IN DIAMETER.
  
 2C) ? 1509.6.4 EQUIPMENT AND APPLIANCES ON ROOFS OR
 ELEVATED STRUCTURES.
 WHERE EQUIPMENT AND APPLIANCES REQUIRING ACCESS ARE
 INSTALLED ON ROOFS OR ELEVATED STRUCTURES AT A HEIGHT
 EXCEEDING 16 FEET (4877 MM), SUCH ACCESS SHALL BE
 PROVIDED BY A PERMANENT APPROVED MEANS OF ACCESS, THE
 EXTENT OF WHICH SHALL BE FROM GRADE OR FLOOR LEVEL TO
 THE EQUIPMENT AND APPLIANCES? LEVEL SERVICE SPACE. SUCH
 ACCESS SHALL NOT REQUIRE CLIMBING OVER OBSTRUCTIONS
 GREATER THAN 30 INCHES (762 MM) HIGH OR WALKING ON
 ROOFS HAVING A SLOPE GREATER THAN 4 UNITS VERTICAL IN
 12 UNITS HORIZONTAL (33-PERCENT SLOPE).
 PERMANENT LADDERS INSTALLED TO PROVIDE THE REQUIRED
 ACCESS.
  
 3) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION
 DEVELOPMENT SERVICES DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-07-11 Cont ID  
Sent By vperez Date 2016-07-11 Time 07:48 Rev Time 0.00
Received By vperez Date 2016-07-11 Time 07:48 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-05-13 Cont ID  
Sent By vperez Date 2016-05-13 Time 10:15 Rev Time 0.00
Received By vperez Date 2016-05-13 Time 08:06 Sent To  
Notes
2016-05-13 10:15:22INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS:
  
 1. PLEASE ADDRESS BUILDING AND MECHANICAL COMMENTS FOR
 AN ELECTRICAL VERIFICATION AND APPROVAL. FBC 107.3.5
 2. PLEASE FEEL FREE TO CONTACT ME SHOULD YOU HAVE ANY
 QUESTIONS REGARDING THIS PROJECT.
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-07-11 Cont ID  
Sent By scaldero Date 2016-07-11 Time 11:18 Rev Time 0.00
Received By scaldero Date 2016-07-11 Time 11:18 Sent To I
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-04-28 Cont ID  
Sent By scaldero Date 2016-04-28 Time 12:01 Rev Time 0.00
Received By scaldero Date 2016-04-28 Time 12:01 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-07-21 Cont ID  
Sent By ccole Date 2016-07-21 Time 07:08 Rev Time 0.00
Received By ccole Date 2016-07-19 Time 13:19 Sent To  
Notes
2016-07-20 13:19:57RESUB ROUTED TO CCOLE
Review Stop I INCOMING/PROCESSING
Rev No 2 Status F Date 2016-07-11 Cont ID  
Sent By scaldero Date 2016-07-11 Time 11:18 Rev Time 0.00
Received By scaldero Date 2016-06-24 Time 10:03 Sent To  
Notes
2016-06-27 10:03:57B35
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-05-13 Cont ID  
Sent By vperez Date 2016-05-13 Time 10:15 Rev Time 0.00
Received By vperez Date 2016-05-13 Time 10:15 Sent To  
Notes
2016-04-27 13:30:36B35
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status N Date 2016-05-13 Cont ID  
Sent By jwitmer Date 2016-05-13 Time 07:49 Rev Time 0.00
Received By jwitmer Date 2016-05-13 Time 07:49 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2016-07-21 Cont ID  
Sent By ccole Date 2016-07-21 Time 07:08 Rev Time 0.00
Received By ccole Date 2016-07-20 Time 07:08 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2016-07-01 Cont ID  
Sent By ccole Date 2016-07-01 Time 16:58 Rev Time 0.00
Received By ccole Date 2016-07-01 Time 16:52 Sent To  
Notes
2016-07-01 17:13:392ND REVIEW: FBC 2014 MECHANICAL
 PERMIT 16041189
 7/1/2016
  
 1) THE SUBMITTED ENERGY FORM C402 2014 MUST BE SIGNED
 BY THE OWNER.
  
 2) PLEASE INDICATE THE MAKE AND MODEL OF THE EXISTING
 RTU ON THE PLAN AND ITS COOLING AND HEATING CAPACITY.
 PLEASE NOTE THAT A DUCT SMOKE DETECTOR WILL REQUIRED
 FOR A 5-TON SYSTEM THAT CAN PRODUCE OVER 2000 CFMS PER
 MANUFACTURER'S SPECIFICATIONS
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2016-04-29 Cont ID  
Sent By ccole Date 2016-04-29 Time 15:42 Rev Time 0.00
Received By ccole Date 2016-04-29 Time 15:42 Sent To  
Notes
2016-04-29 15:56:511ST REVIEW: FBC 2014 MECHANICAL
 PERMIT #16041189
 4/29/16
  
 1) SHEET M201, ROOF CURB ADAPTER DETAIL: A) PROVIDE THE
 WIND LOAD DESIGN CRITERIA- SECTION 301.15 MECHANICAL.
 B) PROVIDE COMPLETE FASTENING DETAILS FOR ATTACHING THE
 CURB ADAPTER TO THE EXISTING CURB, THE CURB TO THE ROOF
 STRUCTURE, AND THE RTU TO THE CURB ADAPTER. C) SUBMIT
 MANUFACTURER'S PRODUCT DATA SHEETS FOR THE CURB ADAPTOR
 WITH A APPROVAL SIGNATURE BY THE ENGINEER OF RECORD.
 2) SUBMIT MANUFACTURER'S PRODUCT DATA SHEETS FOR THE
 NEW 5-TON TRANE MODEL TCH060E4.
  
 CHRISTOPHER L. COLE
 MECHANICAL PLANS EXAMINER
 561-805-6719
 [email protected]
  


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