Plan Review Details - Permit 15090042
Plan Review Stops For Permit 15090042
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2016-06-24 Cont ID  
Sent By shill Date 2016-06-24 Time 09:49 Rev Time 0.00
Received By shill Date 2016-06-24 Time 09:49 Sent To  
Notes
2016-06-24 09:50:28PROVISOS
  
 ORIGINAL ENGINEER'S LETTER TO BE PROVIDED BY ENGINEER
 (VIA MAIL)
  
 SEPARATE ROOF PERMIT REQUIRED
  
 *****6/28/16 RECEIVED ORIGINAL LETTER FROM ENGINEER,
 ROUTED TO RECORDS SH
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2016-06-23 Cont ID  
Sent By shill Date 2016-06-23 Time 13:10 Rev Time 0.00
Received By shill Date 2016-06-23 Time 13:10 Sent To  
Notes
2016-06-23 13:14:32****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. WIND DESIGN CRITERIA ON PAGE 3 STATES 140MPH. THE
 MINIMUM SPEED FOR THIS LOCATION IS 170MPH ULTIMATE.
  
 IN LIEU OF PREPARING A NEW SHEET, THE ENGINEER MAY
 SUBMIT A LETTER OF CLARIFICATION (IF 140MPH WAS THE ASD
 WIND SPEED).
  
 AN EMAIL HAS BEEN SENT TO THE ENGINEER.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2016-03-21 Cont ID  
Sent By shill Date 2016-03-21 Time 15:26 Rev Time 0.00
Received By shill Date 2016-03-21 Time 15:26 Sent To  
Notes
2016-03-21 15:26:18****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL
  
 1. FROM PREVIOUS LIST, PLANS ARE TO INCLUDE THE METHOD
 USED FOR DESIGN (ONE OF THE METHODS IN SECTION 301). IF
 ENGINEERING (ASCE7-10) IS USED AS THE METHOD OF DESIGN,
 PROVIDE CALCULATIONS. SEE FBC R 301.1.1 FOR
 PRESCRIPTIVE METHODS.
  
 NOT ADDRESSED. REVIEW WILL BE DONE AFTER THE
 INFORMATION HAS BEEN PROVIDED. AN ACCURATE REVIEW IS
 NOT POSSIBLE WITHOUT THIS INFORMATION. IT IS NOT CLEAR
 HOW THE STRUCTURAL ELEMENTS HAVE BEEN SELECTED ? SIZE
 OF MEMBERS, SPANS, AMOUNT OF STEEL, NUMBER OF
 FASTENERS, FASTENERS SPECIFIED, ETC. I AM UNABLE TO
 DETERMINE WHETHER OR NOT THIS DESIGN WILL RESIST WIND
 LOADS. MORE INFORMATION ? SUCH AS PRESCRIPTIVE DESIGN
 DETAILS, CALCULATIONS FOR STRUCTURAL ELEMENTS, ETC. IS
 REQUIRED.
  
 2. FLORIDA STATE OR LOCAL PRODUCT APPROVAL REQUIRED FOR
 COMPONENTS AND CLADDING. AS FLINTLASTIC SPEC SHEETS
 WERE SUBMITTED, IT APPEARS THAT A ROOF IS PROPOSED.
 PROVIDE THE PRODUCT APPROVAL FOR THE ROOF COVERING, AND
 ON THE PRODUCT APPROVAL, INDICATE WHICH OPTION IS
 PROPOSED. IF THE PRODUCT APPROVAL DOES NOT REQUIRE
 ENGINEERING FOR ENHANCED FASTENING, IT IS POSSIBLE THAT
 THIS MAY BE DONE FOR YOU (BUT YOU NEED TO PROVIDE THE
 ROOF COVERING PRODUCT APPROVAL).
  
 NOT ADDRESSED. PRODUCT APPROVAL ALSO REQUIRED FOR
 STRUCTURAL COMPONENTS.
  
 3. PLANS ARE INCOMPLETE. A COMPLETE REVIEW CANNOT BE
 DONE AT THIS TIME.
  
 FOR INSTANCE, SEE FBC 802.1.5, TRUSSES SHALL BE
 CONNECTED TO WALL PLATES BY THE USE OF APPROVED
 CONNECTORS HAVING A RESISTANCE TO DESIGN UPLIFT,
 LATERAL AND SHEAR FORCES. THESE LOADS ARE NOT ON THE
 PLAN, SO IT IS NOT CLEAR HOW A CONNECTOR CAN BE
 SPECIFIED. SEE ALSO FBC 107.2.1.2. PLAN STATES THAT
 THIS INFORMATION WILL BE ON THE TRUSS ENGINEERING, BUT
 THAT WAS NOT PROVIDED.
  
 A LEDGER IS SHOWN, NO FASTENING SPECIFIED.
  
 A BLOCK WALL IS SHOWN, BUT NO STRUCTURAL INFORMATION
 SHOWN OTHER THAN THE FOUNDATION PLAN. WITHOUT
 CALCULATIONS, IT IS NOT POSSIBLE TO DETERMINE WHETHER
 OR NOT THE FOOTING SIZE IS ADEQUATE FOR THE WALL TO
 RESIST WIND LOADS.
  
 4. FBC 107.2.1, ALL INFORMATION,
 DRAWINGS,SPECIFICATIONS AND ACCOMPANYING DATA SHALL
 BEAR THE NAME AND SIGNATURE OF THE PERSON RESPONSIBLE
 FOR THE DESIGN. (SEE ALSO SECTION 107.3.5):
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED AND SHOW IN DETAIL THAT IT WILL CONFORM TO THE
 PROVISIONS OF THIS CODE AND RELEVANT LAWS, ORDINANCES,
 RULES AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE QUALITY IS
 ESSENTIAL TO CONFORMITY WITH THE TECHNICAL CODES. SUCH
 INFORMATION SHALL BE SPECIFIC,
 AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE
 OR IN PART, NOR SHALL THE TERM "LEGAL" OR ITS
 EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION. ALL INFORMATION, DRAWINGS, SPECIFICATIONS
 AND ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE
 OF THE PERSON RESPONSIBLE FOR THE DESIGN. (SEE ALSO
 SECTION 107.3.5).
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2015-12-14 Cont ID  
Sent By shill Date 2015-12-14 Time 16:59 Rev Time 0.00
Received By shill Date 2015-12-14 Time 16:59 Sent To  
Notes
2015-12-14 17:06:46****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL
  
 1. FROM PREVIOUS LIST, PLANS ARE TO INCLUDE THE WIND
 DESIGN CRITERIA, FBC 5TH ED. RESIDENTIAL 301 (WIND
 SPEED, EXPOSURE CLASSIFICATION, RISK CATEGORY) AS WELL
 AS THE METHOD USED FOR DESIGN (ONE OF THE METHODS IN
 SECTION 301). IF ENGINEERING (ASCE7-10) IS USED AS THE
 METHOD OF DESIGN, PROVIDE CALCULATIONS.
  
 NOT ADDRESSED. REVIEW WILL BE DONE AFTER THE
 INFORMATION HAS BEEN PROVIDED. AN ACCURATE REVIEW IS
 NOT POSSIBLE WITHOUT THIS INFORMATION.
  
 2. FLORIDA STATE OR LOCAL PRODUCT APPROVAL REQUIRED FOR
 COMPONENTS AND CLADDING. AS FLINTLASTIC SPEC SHEETS
 WERE SUBMITTED, IT APPEARS THAT A ROOF IS PROPOSED.
 PROVIDE THE PRODUCT APPROVAL FOR THE ROOF COVERING, AND
 ON THE PRODUCT APPROVAL, INDICATE WHICH OPTION IS
 PROPOSED. IF THE PRODUCT APPROVAL DOES NOT REQUIRE
 ENGINEERING FOR ENHANCED FASTENING, IT IS POSSIBLE THAT
 THIS MAY BE DONE FOR YOU (BUT YOU NEED TO PROVIDE THE
 ROOF COVERING PRODUCT APPROVAL).
  
 NOT ADDRESSED. PRODUCT APPROVAL ALSO REQUIRED FOR
 STRUCTURAL COMPONENTS.
  
 3. PLANS ARE INCOMPLETE. FOR INSTANCE, SHEET 2
 SPECIFIES "STEEL U BRACKET." IS THIS BEING
 MANUFACTURERED OR IS AN ENGINEERED COMPONENT PROPOSED?
  
 SHEET 5 SPECIFIES "SIMPSON STRONG TIE OR EQUAL."
 INFORMATION IS TOO GENERAL AS THIS COMPANY
 MANUFACTURERS THOUSANDS OF CONNECTORS. ALL STRUCTURAL
 INFORMATION IS TO BE COMPLETE. AFTER WIND DESIGN
 CRITERIA AND METHOD OF DESIGN HAVE BEEN ESTABLISHED,
 THE SPECIFIC INFORMATION WILL BE REVIEWED. CALCUATIONS
 MAY BE REQUIRED.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2015-09-19 Cont ID  
Sent By shill Date 2015-09-19 Time 11:31 Rev Time 0.00
Received By shill Date 2015-09-19 Time 11:31 Sent To  
Notes
2015-09-19 11:45:03****CORRECTIONS****
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
 FBC FLORIDA BUILDING CODE 5TH EDITION RESIDENTIAL
  
 1. PLANS ARE TO BE ARCHITECTURAL QUALITY, TO SCALE. IT
 IS DIFFICULT TO PROVIDE A REVIEW AND CORRECTION LIST.
 OVER 20 UNNUMBERED AND UNCOLLATED 8.5"X11" SHEETS WERE
 SUBMITTED.
  
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS.
 CONSTRUCTION DOCUMENTS SHALL BE
 DIMENSIONED AND DRAWN UPON SUITABLE MATERIAL.
 ELECTRONIC MEDIA DOCUMENTS SHALL BE
 SUBMITTED WHEN APPROVED BY THE BUILDING OFFICIAL.
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT
 CLARITY TO INDICATE THE LOCATION, NATURE AND EXTENT OF
 THE WORK PROPOSED AND SHOW IN
 DETAIL THAT IT WILL CONFORM TO THE PROVISIONS OF THIS
 CODE AND RELEVANT LAWS, ORDINANCES, RULES
 AND REGULATIONS, AS DETERMINED BY THE BUILDING
 OFFICIAL. SUCH DRAWINGS AND SPECIFICATIONS SHALL
 CONTAIN INFORMATION, IN THE FORM OF NOTES OR OTHERWISE,
 AS TO THE QUALITY OF MATERIALS, WHERE
 QUALITY IS ESSENTIAL TO CONFORMITY WITH THE TECHNICAL
 CODES. SUCH INFORMATION SHALL BE SPECIFIC,
 AND THE TECHNICAL CODES SHALL NOT BE CITED AS A WHOLE
 OR IN PART, NOR SHALL THE TERM "LEGAL" OR
 ITS EQUIVALENT BE USED AS A SUBSTITUTE FOR SPECIFIC
 INFORMATION. ALL INFORMATION, DRAWINGS,
 SPECIFICATIONS AND ACCOMPANYING DATA SHALL BEAR THE
 NAME AND SIGNATURE OF THE PERSON
 RESPONSIBLE FOR THE DESIGN. (SEE ALSO SECTION 107.3.5).
  
 2. PLANS ARE TO INCLUDE THE WIND DESIGN CRITERIA, FBC
 5TH ED. RESIDENTIAL 301 (WIND SPEED, EXPOSURE
 CLASSIFICATION, RISK CATEGORY) AS WELL AS THE METHOD
 USED FOR DESIGN (ONE OF THE METHODS IN SECTION 301). IF
 ENGINEERING (ASCE7-10) IS USED AS THE METHOD OF DESIGN,
 PROVIDE CALCULATIONS.
  
 3. FLORIDA STATE OR LOCAL PRODUCT APPROVAL REQUIRED FOR
 COMPONENTS AND CLADDING. AS FLINTLASTIC SPEC SHEETS
 WERE SUBMITTED, IT APPEARS THAT A ROOF IS PROPOSED.
 PROVIDE THE PRODUCT APPROVAL FOR THE ROOF COVERING, AND
 ON THE PRODUCT APPROVAL, INDICATE WHICH OPTION IS
 PROPOSED. IF THE PRODUCT APPROVAL DOES NOT REQUIRE
 ENGINEERING FOR ENHANCED FASTENING, IT IS POSSIBLE THAT
 THIS MAY BE DONE FOR YOU (BUT YOU NEED TO PROVIDE THE
 ROOF COVERING PRODUCT APPROVAL).
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2016-06-23 Cont ID  
Sent By shill Date 2016-06-23 Time 13:18 Rev Time 0.00
Received By shill Date 2016-06-13 Time 13:13 Sent To  
Notes
2016-06-13 13:13:54RESUB ROUTED TO SHILL
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2016-03-21 Cont ID  
Sent By shill Date 2016-03-21 Time 15:26 Rev Time 0.00
Received By shill Date 2016-02-22 Time 10:22 Sent To  
Notes
2016-02-23 10:22:13RESUB ROUTED TO SHILL
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2015-12-14 Cont ID  
Sent By shill Date 2015-12-14 Time 17:06 Rev Time 0.00
Received By shill Date 2015-11-23 Time 11:03 Sent To  
Notes
2015-11-23 11:05:23RESUB ROUTED TO SHILL
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2015-09-19 Cont ID  
Sent By shill Date 2015-09-19 Time 11:45 Rev Time 0.00
Received By shill Date 2015-09-02 Time 10:46 Sent To Z
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2016-06-24 Cont ID  
Sent By shill Date 2016-06-24 Time 09:49 Rev Time 0.00
Received By shill Date 2016-06-24 Time 09:49 Sent To  
Notes
2016-06-24 09:49:40SEPARATE PERMIT, REVIEW, APPLICATION AND FEES REQUIRED
 FOR ROOF PERMIT
  
Review Stop Z ZONING
Rev No 1 Status P Date 2015-09-04 Cont ID  
Sent By shill Date 2015-09-19 Time 11:45 Rev Time 0.00
Received By sgraham Date 2015-09-04 Time 15:37 Sent To B
Notes
***NONE***


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