Plan Review Details - Permit 16050202
Plan Review Stops For Permit 16050202
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-06-10 Cont ID  
Sent By cthroop Date 2016-06-10 Time 08:34 Rev Time 0.00
Received By cthroop Date 2016-06-10 Time 08:34 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-06-01 Cont ID  
Sent By shill Date 2016-06-01 Time 14:54 Rev Time 0.00
Received By shill Date 2016-06-01 Time 14:54 Sent To E
Notes
2016-06-01 15:06:08****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 ALTHOUGH A DIFFERENT ENGINEER HAS SEALED THE PLAN, AND
 PROVIDED CALCULATIONS, THE SAME PLAN WAS SUBMITTED. THE
 FOLLOWING ISSUES WERE NOT ADDRESSED:
  
 2. THE STRUCTURAL SPECIFICATION FOR SIGN FASTENING IS
 NOT CLEAR. THE TALLEST LETTER IS OVER 2'. THE
 STRUCTURAL SPECIFICATION STATES "AVG (3) PER LETTER"
 (REFERRING TO TAP CONS). THE LETTER "H" IS OVER 2'
 TALL, HAS TWO SECTIONS. IT IS NOT CLEAR HOW THREE
 FASTENERS WILL BE ADEQUATE. PROVIDE CALCULATIONS.
  
 2ND REVIEW, IT IS STILL NOT CLEAR HOW THREE ANCHORS
 WILL SECURE THIS SIGN. PROVIDE A FASTENING PATTERN FOR
 THE THREE TAPCONS FOR THE SCRIPT LETTER "H".
  
 IT APPEARS THAT THE ENGINEER HAS USED DESIGN PRESSURES
 FOR A SOLID SIGN. THIS UTILIZES A FACTOR FOR A RIGID
 STRUCTURE. IF ONLY THREE TAP CONS ARE USED TO SECURE
 THE LETTERS, DOESN'T IT THEN BECOME FLEXIBLE AS THE
 MAJORITY OF THE SIGN IS NOT ANCHORED?
  
 CLARIFY BUILDING HEIGHT. THE SIGN IS SHOWN GRAPHICALLY
 AS HIGHER THAN 30'. IT IS NOT CLEAR WHETHER THE 30'
 DIMENSION IS TO THE TOP OF THE ARCH WHERE THE SIGN IS
 LOCATED OR TO THE TOP OF THE FLAT PORTION OF THE WALL.
  
 3. TAP CON, 3/16" X 1 3/4" WAS SPECIFIED AS THE
 FASTENER TO BE USED. ISN'T THAT A BRAND? DOESN'T THAT
 COMPANY MAKE MANY DIFFERENT ANCHORS, ALL WITH DIFFERENT
 VALUES? THE SUBSTRATE WAS NOT SPECIFIED; REVISE PLAN SO
 TO INCLUDE THIS INFORMATION? REVISE PLAN TO MORE
 CLEARLY SPECIFY THE ANCHOR WHICH THE ENGINEER INTENDS
 TO BE USED.
  
 2ND REVIEW, CALCULATIONS REFER TO "3/16" TAPCON" WITH A
 MIAMI-DADE NOA REFERENCE. THE NOA IS EXPIRED. THE NOA
 INCLUDES SEVERAL DIFFERENT FASTENERS. REVISE PLAN TO
 CLEARLY SPECIFY ANCHOR, CHANGE REFERENCE TO A CURRENT
 PRODUCT APPROVAL.
  
 THE PERMIT APPLICATION REQUIRES THE OWNER'S SIGNATURE.
 CONTRACTOR MAY SIGN IF A SIGNED CONTRACT IS PROVIDED,
 OR IF CONTRACTOR HAS A POWER OF ATTORNEY SIGNED BY THE
 OWNER AUTHORIZING HIM TO SIGN ON THE OWNER'S BEHALF.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-05-25 Cont ID  
Sent By shill Date 2016-05-25 Time 13:48 Rev Time 0.00
Received By shill Date 2016-05-25 Time 13:48 Sent To  
Notes
2016-05-25 13:49:54****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. JOHN HOLT, PE DOES NOT HAVE A CURRENT ENGINEERING
 LICENSE, FS 471. WWW.MYFLORIDALICENSE.COM. ENGINEERING
 REQUIRED FOR COMMERCIAL PROJECTS, FBC 1609, FS 471.
  
 2. THE STRUCTURAL SPECIFICATION FOR SIGN FASTENING IS
 NOT CLEAR. THE TALLEST LETTER IS OVER 2'. THE
 STRUCTURAL SPECIFICATION STATES "AVG (3) PER LETTER"
 (REFERRING TO TAP CONS). THE LETTER "H" IS OVER 2'
 TALL, HAS TWO SECTIONS. IT IS NOT CLEAR HOW THREE
 FASTENERS WILL BE ADEQUATE. PROVIDE CALCULATIONS.
  
 3. TAP CON, 3/16" X 1 3/4" WAS SPECIFIED AS THE
 FASTENER TO BE USED. ISN'T THAT A BRAND? DOESN'T THAT
 COMPANY MAKE MANY DIFFERENT ANCHORS, ALL WITH DIFFERENT
 VALUES? THE SUBSTRATE WAS NOT SPECIFIED; REVISE PLAN SO
 TO INCLUDE THIS INFORMATION? REVISE PLAN TO MORE
 CLEARLY SPECIFY THE ANCHOR WHICH THE ENGINEER INTENDS
 TO BE USED.
  
 4. THE SEAL ON THE PLAN IS NOT ENTIRELY LEGIBLE. FS471,
 FAC61G15-23.002 REQUIRES A LEGIBLE SEAL. ALL TEXT IS
 DIFFICULT TO READ, IN PARTICULAR THE LICENSE NUMBER.
  
 5. FBC 109, PROVIDE A VERIFIABLE COPY OF THE CONTRACT
 FOR THIS JOB.
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2016-06-09 Cont ID  
Sent By mvaldes Date 2016-06-09 Time 13:20 Rev Time 0.00
Received By mvaldes Date 2016-06-09 Time 13:20 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2016-06-02 Cont ID  
Sent By vperez Date 2016-06-02 Time 08:49 Rev Time 0.00
Received By vperez Date 2016-06-02 Time 08:49 Sent To  
Notes
2016-06-02 08:51:49INITIAL 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 COMMENTS FOR AN ELECTRICAL
 APPROVAL
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2016-05-20 Cont ID  
Sent By vperez Date 2016-05-20 Time 11:26 Rev Time 0.00
Received By vperez Date 2016-05-20 Time 11:26 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-06-10 Cont ID  
Sent By cthroop Date 2016-06-10 Time 08:34 Rev Time 0.00
Received By cthroop Date 2016-06-08 Time 09:51 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-06-02 Cont ID  
Sent By vperez Date 2016-06-02 Time 08:52 Rev Time 0.00
Received By vperez Date 2016-06-02 Time 08:51 Sent To  
Notes
2016-06-01 16:12:186/1 TO VP DESK
  
2016-06-01 07:30:166/1 TO SH DESK
  
  
2016-05-27 14:29:19RESUB ROUTED TO NJWIRA VIA ZONING INBOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-05-25 Cont ID  
Sent By shill Date 2016-05-25 Time 13:50 Rev Time 0.00
Received By shill Date 2016-05-05 Time 13:00 Sent To Z
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2016-06-08 Cont ID  
Sent By cthroop Date 2016-06-10 Time 08:34 Rev Time 0.00
Received By njwira Date 2016-06-08 Time 16:31 Sent To E
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status P Date 2016-05-31 Cont ID  
Sent By njwira Date 2016-05-31 Time 11:49 Rev Time 0.00
Received By njwira Date 2016-05-31 Time 11:49 Sent To B
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2016-05-19 Cont ID  
Sent By shill Date 2016-05-25 Time 13:50 Rev Time 0.00
Received By njwira Date 2016-05-12 Time 15:04 Sent To E
Notes
2016-05-19 15:36:45NORTH AND SOUTH 1,500SQ.FT. FACADE WITH A MAX SIGN OF
 165 AND THE CURRENT SIGN IS 125SQ.FT.
 EAST IS A 3,000 SQ.FT. FACADE WITH A MAX OF 300SQ.FT.
 AND IT IS 125SQ.FT.


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