Plan Review Details - Permit 14081006
Plan Review Stops For Permit 14081006
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2014-10-07 Cont ID  
Sent By jgomez Date 2014-10-07 Time 18:40 Rev Time 0.00
Received By jgomez Date 2014-10-07 Time 18:32 Sent To  
Notes
2014-10-07 18:41:54MET WITH BRIAN LUONGO. HE SAID THE LOWER DECK DOESN'T
 NEED THE GUARDRAILS TO BE REMOVED. JG.
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2014-10-01 Cont ID  
Sent By jgomez Date 2014-10-01 Time 18:48 Rev Time 0.00
Received By jgomez Date 2014-10-01 Time 18:48 Sent To  
Notes
2014-10-01 18:58:55DECK REPLACEMENT, RE-SUBMITTAL BUILDING REVIEW
 COMMENTS.
 CODE: 2010 FBC.
  
 1- SHEET S1:
 A) MISSING THE HANDRAILS AND GUARDRAILS DRAWINGS.
 10607.7.1.1 OF 2010 FBC.
  
 B) PROVIDE 2 COPIES. ONLY ONE WAS RE-SUBMITTED. SEC.
 107.1 CITY AMENDMENTS TO FBC.
  
 2- ALL THE ENGINEER'S DRAWINGS AND DOCUMENTS NEED
 ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY CHAPTER 471
 FL. ST. AND, PROVIDE 2 COPIES OF EVERYTHING AS REQUIRED
 BY SEC. 107.1 CITY AMENDMENTS TO FBC.
  
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2014-09-24 Cont ID  
Sent By jgomez Date 2014-09-24 Time 17:06 Rev Time 0.00
Received By jgomez Date 2014-09-24 Time 17:06 Sent To  
Notes
2014-09-24 17:26:479/24/14 RECEIVED E-MAIL FROM BRIAN LUONGO. THE
 VALUATION WILL BE ADJUSTED ONCE SCOPE OF WORK FOR THIS
 PERMIT APPLICATION IS CLEARLY IDENTIFIED ON THE
 DRAWINGS SUBMITTED.
  
  
  
  
 DECK REPLACEMENT, SECOND BUILDING REVIEW COMMENTS.
 CODE: 2010 FBC.
  
 1- SHEET S1:
 A) WIND LOADS: THE WIND SPEED IN THE CITY OF WEST PALM
 BEACH IS 170MPH (SEE FIGURE 1609A OF 2010 FBC) NOT
 160MPH. REVISE AS REQUIRED.
 ***NOTE #2 OF FIGURE 1609A ALLOWS FOR LINEAR
 INTERPOLATION BETWEEN CONTOURS. IF ENGINEER WANTS TO
 INTERPOLATE THE WIND SPEED, THEN PROVIDE COMPLETE
 ENGINEERING ANALYSIS SHOWING HOW OBTAINING THE 160MPH
 WIND SPEED. SEC. 107.2.1.3 OF CITY AMENDMENTS TO FBC.
  
 B) ENGINEER'S DESIGN CRITERIA IS MISSING THE DECK LIVE
 LOADS AS REQUIRED BY TABLE 1607.1 OF 2010 FBC.
  
 C) HANDRAILS AND GUARDRAILS DESIGN INFORMATION IS
 MISSING THE CONCENTRATED LOAD AS REQUIRED BY SEC.
 10607.7.1.1 OF 2010 FBC.
  
 2- RAILING (GUARDRAIL) DETAILS:
 A) DETAILS 4/S-2 AND 5/S-2: SPECIFY HOW ARE S THE 2 X 4
 BEAMS ATTACHED TO THE 4" POST. SEC. 1603.1 OF 2010 FBC.
  
 B) DETAILS 2/S-1 AND 2/S-2: CLARIFY HOW IS THE 4" POST
 ATTACHED TO THE SUPPORTING MEMBER. DETAIL SUBMITTED
 SHOWS THREE 5/8" THRU BOLTS, BUT THE TOP AND BOTTOM
 BOLTS ARE ATTACHED TO THE POST ITSELF. REVISE/CLARIFY
 AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS TO FBC.
  
 3- RE-SUBMIT ALL THE ENGINEER'S REVISED DRAWINGS AND
 DOCUMENTS (2 COPIES) WITH ORIGINAL SEAL AND SIGNATURE
 AS REQUIRED BY CHAPTER 471 FL. ST.
  
 ***NOTE:
 VALUATION WILL BE UPDATED TO $767,526.00 (BASED ON DC
 CONSTRUCTION ASSOCIATES PROPOSAL SUBMITTED) AND THIS
 WILL BE FOR "THE RENOVATION FOR THE BOARDWALKS OF THE
 TROPIC RESTAURANT AND THE FLORIDA PIONEER HOUSE" AS
 SHOWN ON SHEETS S-1 AND S-2 SUBMITTED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2014-09-23 Cont ID  
Sent By jgomez Date 2014-09-23 Time 10:21 Rev Time 0.00
Received By jgomez Date 2014-09-23 Time 10:21 Sent To  
Notes
2014-09-23 10:21:57DECK REPLACEMENT, SECOND BUILDING REVIEW COMMENTS.
 CODE: 2010 FBC.
  
 1- SHEET S1:
 A) WIND LOADS: THE WIND SPEED IN THE CITY OF WEST PALM
 BEACH IS 170MPH (SEE FIGURE 1609A OF 2010 FBC) NOT
 160MPH. REVISE AS REQUIRED.
 ***NOTE #2 OF FIGURE 1609A ALLOWS FOR LINEAR
 INTERPOLATION BETWEEN CONTOURS. IF ENGINEER WANTS TO
 INTERPOLATE THE WIND SPEED, THEN PROVIDE COMPLETE
 ENGINEERING ANALYSIS SHOWING HOW OBTAINING THE 160MPH
 WIND SPEED. SEC. 107.2.1.3 OF CITY AMENDMENTS TO FBC.
  
 B) ENGINEER'S DESIGN CRITERIA IS MISSING THE DECK LIVE
 LOADS AS REQUIRED BY TABLE 1607.1 OF 2010 FBC.
  
 C) HANDRAILS AND GUARDRAILS DESIGN INFORMATION IS
 MISSING THE CONCENTRATED LOAD AS REQUIRED BY SEC.
 10607.7.1.1 OF 2010 FBC.
  
 2- RAILING (GUARDRAIL) DETAILS:
 A) DETAILS 4/S-2 AND 5/S-2: SPECIFY HOW ARE S THE 2 X 4
 BEAMS ATTACHED TO THE 4" POST. SEC. 1603.1 OF 2010 FBC.
  
 B) DETAILS 2/S-1 AND 2/S-2: CLARIFY HOW IS THE 4" POST
 ATTACHED TO THE SUPPORTING MEMBER. DETAIL SUBMITTED
 SHOWS THREE 5/8" THRU BOLTS, BUT THE TOP AND BOTTOM
 BOLTS ARE ATTACHED TO THE POST ITSELF. REVISE/CLARIFY
 AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS TO FBC.
  
 3- RE-SUBMIT ALL THE ENGINEER'S REVISED DRAWINGS AND
 DOCUMENTS (2 COPIES) WITH ORIGINAL SEAL AND SIGNATURE
 AS REQUIRED BY CHAPTER 471 FL. ST.
  
 ***NOTE:
 VALUATION WILL BE UPDATED TO $767,526.00 (BASED ON DC
 CONSTRUCTION ASSOCIATES PROPOSAL SUBMITTED) AND THIS
 WILL BE FOR "THE RENOVATION FOR THE BOARDWALKS OF THE
 TROPIC RESTAURANT AND THE FLORIDA PIONEER HOUSE" AS
 SHOWN ON SHEETS S-1 AND S-2 SUBMITTED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2014-09-09 Cont ID  
Sent By jgomez Date 2014-09-09 Time 18:23 Rev Time 0.00
Received By jgomez Date 2014-09-09 Time 18:08 Sent To  
Notes
2014-09-09 18:24:44DECK REPLACEMENT, BUILDING REVIEW COMMENTS.
 CODE: 2010 FBC.
  
 1- ENGINEER OF RECORD TO SPECIFY CURRENT BUILDING CODE
 AND ALL THE DESIGN LOADS AS REQUIRED BY SEC. 1603.1 AND
 TABLE 1607.1 OF 2010 FBC.
  
 2- A) PROVIDE PRODUCT APPROVAL OR ICC EVALUATION REPORT
 (2 COPIES) AS REQUIRED BY DCA RULE 9N-3 FOR THE
 MANUFACTURED COMPOSITE DECK TO BE INSTALLED.
  
 B) ENGINEER TO REVIEW THE LIMITATIONS ON THE ICC
 EVALUATION REPORT TO VERIFY THAT LOADS REQUIRED BY ITEM
 #1 ABOVE ARE MET. FOR EXAMPLE VERIFY THAT THE MAXIMUM
 MEMBER SPAN BETWEEN SUPPORTS IS 24" AS SPECIFIED ON
 PLANS SUBMITTED. OTHERWISE, REVISE PLANS AS REQUIRED.
 SEC. 107.2.1.3 CITY AMENDMENTS TO FBC.
  
 3- PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR
 REINSTALLING OF THE EXISTING RAILING SYSTEM TO SHOW
 COMPLIANCE WITH SEC. 1607.7 OF 2010 FBC.
  
 4- CLEARLY SPECIFY SPECIFIC SIMPSON STRAPS TO BE USED
 IN DETAILS 1/S-1, 2/S-1. SEC. 107.2.1.3 CITY AMENDMENTS
 TO FBC.
  
 5- VALUATION DECLARED IN THE PERMIT APPLICATION IS TOO
 LOW. PROPOSED DECKING IS MORE EXPENSIVE THAN
 CONVENTIONAL WOOD PRODUCTS. PROVIDE TOTAL SQUARE
 FOOTAGE AREA TO BE REPLACED AND UPDATE VALUATION AS
 REQUIRED. VALUATION TO INCLUDE ALL LABOR, MATERIALS,
 CONTRACTOR'S OVERHEAD AND PROFIT AND DESIGN
 PROFESSIONAL FEES AS REQUIRED BY SEC. 109.3 CITY
 AMENDMENTS TO FBC.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 (561)805-6712
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2014-10-07 Cont ID  
Sent By jgomez Date 2014-10-07 Time 18:32 Rev Time 0.00
Received By jgomez Date 2014-10-07 Time 18:32 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2014-10-01 Cont ID  
Sent By jgomez Date 2014-10-01 Time 18:47 Rev Time 0.00
Received By jgomez Date 2014-10-01 Time 18:47 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2014-09-24 Cont ID  
Sent By jgomez Date 2014-09-24 Time 17:05 Rev Time 0.00
Received By jgomez Date 2014-09-24 Time 17:04 Sent To  
Notes
2014-09-24 17:05:539-24-14 RECEIVED E-MAIL FROM BRIAN LUONGO.
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2014-09-23 Cont ID  
Sent By jgomez Date 2014-09-23 Time 10:20 Rev Time 0.00
Received By jgomez Date 2014-09-23 Time 10:20 Sent To  
Notes
2014-09-23 10:21:00E-MAIL RESPONSE FROM BRIAN LUONGO.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2014-09-09 Cont ID  
Sent By jgomez Date 2014-09-09 Time 18:08 Rev Time 0.00
Received By jgomez Date 2014-08-22 Time 16:55 Sent To  
Notes
2014-08-22 16:56:32SENT TO MISCELLANEOUS #1 SHELF FOR REVIEW. JG.


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