Plan Review Details - Permit 12090154
Plan Review Stops For Permit 12090154
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2013-01-28 Cont ID  
Sent By jgomez Date 2013-01-28 Time 13:39 Rev Time 0.00
Received By jgomez Date 2013-01-28 Time 08:51 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2013-01-14 Cont ID  
Sent By jgomez Date 2013-01-14 Time 09:26 Rev Time 0.00
Received By jgomez Date 2013-01-14 Time 09:26 Sent To  
Notes
2013-01-14 11:03:14BUILDING REVIEW THIRD CHECKLIST.
 CODE: 2010 FBC.
  
 1- ENGINEER TO REVISE RAS 117 CALCULATIONS SUBMITTED
 FOR THE FLAT ROOF ASSEMBLY. ACCORDING TO THE CALCULATED
 DESIGN PRESSURES SUBMITTED AND THE SELECTED APPROVED
 ASSEMBLY TO BE USED, THE NAIL ENHANCING SHALL BE 6"O.C.
 FOR THE PERIMETER AREA AND 4"O.C. FOR THE CORNER AREA.
 REVISE CALCULATIONS AS REQUIRED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2012-12-27 Cont ID  
Sent By jgomez Date 2012-12-27 Time 08:48 Rev Time 0.00
Received By jgomez Date 2012-12-27 Time 08:48 Sent To  
Notes
2012-12-27 09:25:01RESIDENTIAL (R3) ADDITION SECOND BUILDING REVIEW
 COMMENTS.
 CODE: 2010 FBC.
  
 1- STORAGE WALL SECTION B/A-1: VENTS SPECIFIED DON'T
 PROVIDE CROSS VENTILATION AS REQUIRED BY SEC. R806.
 CALCULATIONS SUBMITTED DON'T WORK BECAUSE THIS IS A
 FLAT ROOF AND THERE IS NOT CROSS VENTILATION WHEN VENTS
 ARE SPREAD. REVISE AS REQUIRED.
  
 2- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) FOR ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON
 PLANS AND DETAILS. (REPEAT COMMENT. NOT SUBMITTED).
  
 B) STORM PANELS SHUTTER. NOA 07-0817.03 SUBMITTED WAS
 SUPERSEDED BY MIAMI-DADE. VISIT THE MIAMI-DADE WEBSITE
 AND DOWNLOAD CURRENT NOA AND RESUBMIT. (REPEAT COMMENT.
 NOT SUBMITTED).
  
 3- ENGINEER OF RECORD TO REVIEW AND APPROVE ABOVE
 PRODUCT APPROVALS AS REQUIRED BY SEC. 107.3.4.1 CITY
 AMENDMENTS.
  
 4- PROVIDE COMPLETE INSTALLATION SCHEDULE FOR THE
 INSTALLATION OF HURRICANE STORM PANELS. SHOW SPECIFIC
 PANELS MOUNTING CONDITIONS AND ANCHOR TYPE AND SPACING
 TO BE USED.
 ***NOTE: TAKE INTO CONSIDERATION THE GLASS SEPARATION
 REQUIRED. SEE SHUTTERS NOA. SEC. 107.2.1 CITY
 AMENDMENTS. (REPEAT COMMENT. NOT ADDRESSED. ALSO, NEED
 TO COORDINATE WITH ITEM #2(B) ABOVE).
  
 ***NOTE: CLARIFY IF USING IMPACT WINDOWS OR NON-IMPACT
 WINDOWS. NOA 06-0608.03 SUBMITTED NOW IS FOR IMPACT
 WINDOWS. THEREFORE, IMPACT WINDOWS DON'T REQUIRE STORM
 SHUTTERS.
  
 5- FLAT ROOF PRODUCT APPROVAL SUBMITTED. SPECIFY WHICH
 APPROVED ASSEMBLY IS GOING TO BE INSTALLED. AND PROVIDE
 SIGNED AND SEALED RAS 117 CALCULATIONS FOR NAIL
 ENHANCING AT PERIMETER AND CORNER AREAS AS REQUIRED BY
 GENERAL LIMITATION #7 ON LAST PAGE OF NOA 07-1219.09
 SUBMITTED. NEED THE NAIL ENHANCING TO MEET THE DESIGN
 PRESSURES REQUIRED BY SEC. R301.2.1.4.3 OF 2010
 FBC-RESIDENTIAL.
  
 ***NOTE; NEW ENGINER OF RECORD RESPONDED: "THE NOA
 NOTES THAT THE WIND PRESSURES ARE ACCEPTABLE. THE ROOF
 AREAS ARE BOTH UNDER 400 SQUARE FEET IN AREA".
 A) ENGINEER TO CLARIFY WHERE IN THE FLORIDA BUILDING
 CODE OR ASCE STANDARD STATES THAT ROOF AREAS UNDER 400
 S.F. ARE EXEMPT FROM DESIGN PRESSURES. ROOF ASSEMBLIES
 ARE COMPONENTS AND CLADDING WHERE PERIMETER AND CORNER
 AREAS HAVE GREATER DESIGN PRESSURES. THAT'S WHY GENERAL
 LIMITATION #7 ALLOWS NAIL ENHANCING CALCULATIONS. ON
 THE OTHER HAND, GENERAL LIMITATION #9 DOESN'T ALLOW
 NAIL ENHANCING AND CAN'T BE USED.
  
 B) ENGINEER TO REVIEW RAS 117 AND SPECIFIC APPROVED
 ASSEMBLY FROM NOA PROVIDED. AND, THEN PROVIDE THE
 REQUIRED CALCULATIONS. THESE CALCULATIONS ARE TO
 DETERMINE THE PROPER ATTACHMENT OF ANCHOR AND/OR BASE
 SHEETS AND INSULATION PANELS ON FLAT ROOF. THESE
 CALCULATIONS ARE FOR CLADDING FASTENERS AND THE
 EFFECTIVE WIND AREA SHALL NOT BE GREATER THAN THE AREA
 THAT IS TRIBUTARY TO AN INDIVIDUAL FASTENER. SEE ALSO
 COMPONENT AND CLADDING TABLE R301.2(2) OF 2010
 FBC-RESIDENTIAL
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2012-10-04 Cont ID  
Sent By jgomez Date 2012-10-04 Time 13:23 Rev Time 0.00
Received By jgomez Date 2012-10-04 Time 10:20 Sent To  
Notes
2012-10-04 14:09:01RESIDENTIAL (R3) ADDITION BUILDING REVIEW COMMENTS.
 CODE: 2010 FBC-RESIDENTIAL..
  
 1- PORCH SECTION A/A-1:
 A) SIMPSON THA218 HANGER SPECIFIED BY THE ENGINEER CAN
 NOT BE USED UPSIDE DOWN AND IT IS NOT DESIGNED FOR
 UPLIFT. SEE SIMPSON CATALOG AND REVISE CONNECTOR AS
 REQUIRED. OR, PROVIDE COMPLETE ENGINEERING ANALYSIS
 SHOWING HOW THIS CONNECTOR IS SUITABLE FOR THE PROPOSED
 INSTALLATION. SEC. 107.2.1.3 OF CITY AMENDMENTS TO FBC.
  
 B) SPECIFY SLOPE OF ROOF. SEC. R905.11.1 OF 2010
 FBC-RESIDENTIAL.
  
 C) SPECIFY ROOF SHEATHING NAIL SIZE AND SPACING. NEED
 8D RING SHANK NAILS MIN. AND ZONE 3 REQUIRES NAILS AT
 4"O.C.. SEC. R803..2.3.1.
  
 D) 2X10 ROOF RAFTERS ARE SPACED AT 24" O.C. OR 16" O.C.
 BOTH SPECIFICATIONS ARE SHOWN ON THE SAME WALL SECTION.
 REVISE/CLARIFY AS REQUIRED. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 E) SPECIFY ROOF CROSS VENTILATION. SEC. R806.
  
 F) SPECIFY FOOTING SIZE AND REINFORCEMENT. SEC. 107.2.1
 CITY AMENDMENTS.
  
 2- STORAGE WALL SECTION B-A-1:
 A) PROVIDE COMPLETE SPECIFICATIONS FOR NEW CONCRETE
 SLAB. SEC. 107.2.1 CITY AMENDMENTS.
  
 B) SPECIFY FOOTING SIZE AND REINFORCEMENT. SEC. 107.2.1
 CITY AMENDMENTS.
  
 C) PROVIDE ALL THE RELEVANT INFORMATION THAT WAS
 REQUESTED ON ITEM #1 ABOVE. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 3- WIND INFORMATION:
 A) PROVIDE ALL THE DESIGN LOADS AS REQUIRED BY SEC.
 R301.1.
  
 B) SPECIFY THE INTERNAL PRESSURES COEFFICIENT. "CH 16
 FBC" DOESN'T PROVIDE ANY-SPECIFIC DESIGN INFORMATION.
 ENGINEER NEEDS TO PROVIDE SPECIFIC DESIGN INFORMATION
 NOT CITING THE CODE. SEC. 107.2.1 CITY AMENDMENTS.
  
 4- SCOPE OF WORK NOTES: WHERE ARE THE OUTSIDE BAR AND
 APPLIANCES SPECIFIED ON NOTE #3?. ALSO, PORCH AREA IS
 NOT CONSIDERED A LIVABLE AREA. REVISE AS REQUIRED.
 PROVIDE CLEAR INFORMATION AS REQUIRED BY SEC. 107.2.1
 CITY AMENDMENTS.
  
 5- PROVIDE COMPLETE FRAMING DETAILS FOR NEW EXTERIOR
 DOOR. SEC. 107.2.1 CITY AMENDMENTS.
  
 6- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) FOR ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON
 PLANS AND DETAILS.
  
 B) FIBERGLASS EXTERIOR DOOR. PROVIDE PRODUCT APPROVAL
 FOR DOOR THAT MEETS THE DESIGN PRESSURES CALCULATED BY
 THE ENGINEER. AND, NOA 06-1212.01 EXPIRED ON 9-6-12.
  
 C) STORM PANELS SHUTTER. NOA 07-0817.03 SUBMITTED WAS
 SUPERSEDED BY MIAMI-DADE. VISIT THE MIAMI-DADE WEBSITE
 AND DOWNLOAD CURRENT NOA AND RESUBMIT.
  
 7- ENGINEER OF RECORD TO REVIEW AND APPROVE IN WRITING
 (NOT SIGNING AND SEALING) ALL PRODUCT APPROVALS AS
 REQUIRED BY SEC. 107.3.4.1 CITY AMENDMENTS.
 ALSO, PRODUCT APPROVALS SUBMITTED HAVE AN ENGINEER'S
 REVIEW STAMP, BUT THE ENGINEER DIDN'T SIGN THE STAMP.
 MAKE SURE ALL THE PRODUCT APPROVALS REVIEW STAMP ARE
 SIGNED BY THE ENGINEER.
  
 8- PROVIDE COMPLETE INSTALLATION SCHEDULE FOR THE
 INSTALLATION OF HURRICANE STORM PANELS. SHOW SPECIFIC
 PANELS MOUNTING CONDITIONS AND ANCHOR TYPE AND SPACING
 TO BE USED.
 ***NOTE: TAKE INTO CONSIDERATION THE GLASS SEPARATION
 REQUIRED. SEE SHUTTERS NOA. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 9- FLAT ROOF PRODUCT APPROVAL SUBMITTED. SPECIFY WHICH
 APPROVED ASSEMBLY IS GOING TO BE INSTALLED. IF SELECTED
 ASSEMBLY DOESN'T MEET THE DESIGN PRESSURES REQUIRED BY
 SEC. R301.2.1.4.3, THEN SIGNED AND SEALED RAS 117
 CALCULATIONS ARE REQUIRED. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561)805-6712

Review Stop E ELECTRICAL
Rev No 2 Status P Date 2013-01-14 Cont ID  
Sent By rlecky Date 2013-01-14 Time 11:26 Rev Time 0.00
Received By rlecky Date 2013-01-14 Time 11:26 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status P Date 2012-10-05 Cont ID  
Sent By rlecky Date 2012-10-05 Time 14:15 Rev Time 0.00
Received By rlecky Date 2012-10-05 Time 14:08 Sent To  
Notes
***NONE***

Review Stop HIST HISTORICAL
Rev No 2 Status P Date 2013-01-14 Cont ID  
Sent By fmittner Date 2013-01-14 Time 11:18 Rev Time 0.00
Received By fmittner Date 2013-01-14 Time 11:18 Sent To  
Notes
***NONE***

Review Stop HIST HISTORICAL
Rev No 1 Status P Date 2012-10-02 Cont ID  
Sent By fmittner Date 2012-10-02 Time 11:55 Rev Time 0.00
Received By fmittner Date 2012-10-02 Time 11:55 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2013-01-28 Cont ID  
Sent By jgomez Date 2013-01-28 Time 08:49 Rev Time 0.00
Received By jgomez Date 2013-01-28 Time 08:49 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2013-01-14 Cont ID  
Sent By jgomez Date 2013-01-14 Time 11:09 Rev Time 0.00
Received By jgomez Date 2013-01-03 Time 15:09 Sent To  
Notes
2013-01-03 15:10:04SENT TO JULIO GOMEZ

Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2012-12-27 Cont ID  
Sent By jgomez Date 2012-12-27 Time 11:12 Rev Time 0.00
Received By jgomez Date 2012-12-12 Time 09:57 Sent To  
Notes
2012-12-13 09:57:51INCOMING SENT TO ZONING BOX. JW

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2012-10-11 Cont ID  
Sent By lmartine Date 2012-10-05 Time 14:54 Rev Time 0.00
Received By lmartine Date 2012-09-06 Time 17:03 Sent To  
Notes
2012-09-06 17:08:37R--1

Review Stop X PERMIT EXTENSION
Rev No 1 Status P Date 2012-10-05 Cont ID  
Sent By fmittner Date 2012-10-05 Time 10:37 Rev Time 0.00
Received By fmittner Date 2012-10-05 Time 10:36 Sent To  
Notes
***NONE***

Review Stop Z ZONING
Rev No 2 Status P Date 2012-12-21 Cont ID  
Sent By mdekle Date 2012-12-21 Time 15:52 Rev Time 0.00
Received By fmittner Date 2012-12-13 Time   Sent To  
Notes
2012-12-13 10:28:53GAVE TO F.M. - MD

Review Stop Z ZONING
Rev No 1 Status F Date 2012-10-02 Cont ID  
Sent By fmitter Date 2012-10-02 Time 11:55 Rev Time 0.00
Received By fmittner Date 2012-10-02 Time 11:55 Sent To  
Notes
2012-10-02 11:56:41REQUIRES SURVEY TO CONFIRM ADDITION MEETS SETBACKS.


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