Plan Review Details - Permit 17040377
Plan Review Stops For Permit 17040377
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-05-09 Cont ID  
Sent By jgomez Date 2017-05-09 Time 19:00 Rev Time 0.00
Received By jgomez Date 2017-05-09 Time 17:51 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-05-04 Cont ID  
Sent By jgomez Date 2017-05-04 Time 18:43 Rev Time 0.00
Received By jgomez Date 2017-05-04 Time 18:06 Sent To  
Notes
2017-05-04 18:43:23RE-ROOF SECOND BUILDING REVIEW CHECKLIST.
 CODE: FBC 5TH EDITION (2014).
  
 1- FLAT ROOF FLORIDA PRODUCT APPROVAL FL2948-R11:
 MECHANICALLY ATTACHED BASE SHEET NEEDS WITHDRAWAL
 RESISTANCE TEST (TAS 105) AS REQUIRED BY NOTE #10 ON
 PAGE 2 OF 52 OF FLORIDA PRODUCT APPROVAL SUBMITTED.
 PROVIDE 2 COPIES. NOTE: THIS APPLIES TO THE
 ADMINISTRATION BUILDING AND TO THE PUMP BUILDING.
 SEC. 1609 FBC.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 2-ENGINEER RAS 117 CALCULATIONS SUBMITTED:
 A) CALCULATIONS REFERENCE THE FBC 2010. THE CURRENT
 CODE IS FBC 5TH EDITION (2014). REVISE AS REQUIRED.
 CHAPTER 553 F.S.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 B) THE BUILDING EXPOSURE FOR THIS BUILDINGS IS "D" NOT
 "C". REVISE THE BUILDING EXPOSURE AND CORRESPONDING
 COEFFICIENTS AS REQUIRED. SEC. 1609.4 FBC, 5TH EDITION
 (2014).
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 C) THE BUILDING RISK CATEGORY FOR THIS BUILDING ARE NOT
 RISK CATEGORY II. SEE RISK CATEGORY TABLE 1604.5 OF
 FBC- 5TH EDITION (2014) AND REVISE AS REQUIRED.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 D) ENGINEER TO PROVIDE CALCULATIONS WITH ORIGINAL SEAL
 AND SIGNATURE AS REQUIRED BY CHAPTER 471 F.S.. THIS IS
 NOT A DIGITAL SUBMITTAL, NEED THE ORIGINAL SEAL AND
 SIGNATURE.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 E) ENGINEER TO COORDINATE CALCULATIONS WITH ITEM #1
 ABOVE.
 RESPONSE: REPEAT COMMENT. NOT ADDRESSED.
  
 3- NEW METAL ROOF FLORIDA PRODUCT APPROVAL FL16317-R1
 SUBMITTED: CLEARLY MARK WHICH APPROVED ASSEMBLY IS
 GOING TO BE INSTALLED TO VERIFY COMPLIANCE WITH THE
 DESIGN PRESSURES OF SEC. 1609 FBC. NOTE: PLEASE MAKE
 SURE SELECTED ASSEMBLY MEETS THE DESIGN PRESSURES FOR
 ALL ROOF ZONES. THE DESIGN PRESSURES OF SOME ASSEMBLIES
 ARE LOW AND CAN NOT BE USED FOR ZONE #3 ON EXPOSURE
 "D".
  
 NOTE: BUILDING IS LOCATED IN EXPOSURE "D".
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-04-17 Cont ID  
Sent By jgomez Date 2017-04-17 Time 08:58 Rev Time 0.00
Received By jgomez Date 2017-04-17 Time 08:58 Sent To  
Notes
2017-04-17 09:41:08RE-ROOF BUILDING REVIEW COMMENTS.
 CODE: FBC 5TH EDITION (2014).
  
  
 1- FLAT ROOF FLORIDA PRODUCT APPROVAL FL2948-R11:
 MECHANICALLY ATTACHED BASE SHEET NEEDS WITHDRAWAL
 RESISTANCE TEST (TAS 105) AS REQUIRED BY NOTE #10 ON
 PAGE 2 OF 52 OF FLORIDA PRODUCT APPROVAL SUBMITTED.
 PROVIDE 2 COPIES. NOTE: THIS APPLIES TO THE
 ADMINISTRATION BUILDING AND TO THE PUMP BUILDING.
 SEC. 1609 FBC.
  
 2-ENGINEER RAS 117 CALCULATIONS SUBMITTED:
 A) CALCULATIONS REFERENCE THE FBC 2010. THE CURRENT
 CODE IS FBC 5TH EDITION (2014). REVISE AS REQUIRED.
 CHAPTER 553 F.S.
  
 B) THE BUILDING EXPOSURE FOR THIS BUILDINGS IS "D" NOT
 "C". REVISE THE BUILDING EXPOSURE AND CORRESPONDING
 COEFFICIENTS AS REQUIRED. SEC. 1609.4 FBC, 5TH EDITION
 (2014).
  
 C) THE BUILDING RISK CATEGORY FOR THIS BUILDING ARE NOT
 RISK CATEGORY II. SEE RISK CATEGORY TABLE 1604.5 OF
 FBC- 5TH EDITION (2014) AND REVISE AS REQUIRED.
  
 D) ENGINEER TO PROVIDE CALCULATIONS WITH ORIGINAL SEAL
 AND SIGNATURE AS REQUIRED BY CHAPTER 471 F.S.. THIS IS
 NOT A DIGITAL SUBMITTAL, NEED THE ORIGINAL SEAL AND
 SIGNATURE.
  
 E) ENGINEER TO COORDINATE CALCULATIONS WITH ITEM #1
 ABOVE.
  
 3- METAL ROOF FLORIDA PRODUCT APPROVAL FL11255-R5:
 A) NEED FASTENER WITHDRAWAL TEST (TAS 105) AS REQUIRED
 BY NOTE #8 ON PAGE 1 OF 28 OF PRODUCT APPROVAL
 SUBMITTED. PROVIDE 2 COPIES.
  
 B) THE MAXIMUM DESIGN PRESSURES FOR SELECTED SYSTEM #4
 IS -76.5 PSF. NEED TO PROVIDE ENGINEER RATIONAL
 ANALYSIS (2 COPIES) FOR THE PERIMETER AND CORNER AREAS
 AS REQUIRED BY NOTE #6 ON PAGE 1 OF 28 OF PRODUCT
 APPROVAL SUBMITTED. NEED THE ANALYSIS TO MEET THE
 DESIGN PRESSURES OF SEC. 1609 FBC. ENGINEER TO
 COORDINATE WITH ITEM #3(A) ABOVE.
 NOTE: BUILDING IS LOCATED IN EXPOSURE "D".
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
  
  
Review Stop HIST HISTORICAL
Rev No 1 Status N Date 2017-04-14 Cont ID  
Sent By jgomez Date 2017-04-17 Time 09:41 Rev Time 0.00
Received By fmittner Date 2017-04-14 Time 10:08 Sent To B
Notes
2017-04-11 16:10:14ROUTED TO DESIREE ESTABROOK
  
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-05-09 Cont ID  
Sent By jgomez Date 2017-05-09 Time 19:00 Rev Time 0.00
Received By jgomez Date 2017-05-08 Time 10:56 Sent To  
Notes
2017-05-09 10:56:49RESUB ROUTED TO JGOMEZ
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-05-04 Cont ID  
Sent By jgomez Date 2017-05-04 Time 18:43 Rev Time 0.00
Received By jgomez Date 2017-05-04 Time 15:20 Sent To  
Notes
2017-05-04 15:20:47RESUB ROUTED TO JGOMEZ
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-04-17 Cont ID  
Sent By jgomez Date 2017-04-17 Time 09:41 Rev Time 0.00
Received By jgomez Date 2017-04-10 Time 13:37 Sent To HIST
Notes
***NONE***


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