Plan Review Details - Permit 12120574
Plan Review Stops For Permit 12120574
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2013-03-08 Cont ID  
Sent By jgomez Date 2013-03-07 Time 17:21 Rev Time 0.00
Received By jgomez Date 2013-03-07 Time 17:05 Sent To  
Notes
2013-03-07 17:48:19BUILDING REVIEW APPROVED WITH PROVISO:
 ***1- SOIL TEST REPORT RECOMMENDS THE FOOTINGS TO BEAR
 1.5 FT TO 2 FT BELOW THE FINISHED GRADE (SEE SHEET 3).
 REVISE DRAWINGS AS REQUIRED.
 *** 2- REVISE ITEM #9A-2 OF THE ENERGY CALCULATIONS.
 THIS IS WOOD FRAME CONSTRUCTION NOT MASONRY.
 *** 3- REVISE PLANS TO COORDINATE WITH TRUSS PACKAGE:
 A) TRUSSES NEED BEARING AT THE ENDS TO BE 6" (SEE TRUSS
 A1 AND A2G). B) SPECIFY THE CONNECTORS FOR EXISTING
 ROOF TRUSSES TO BE RESTING ON NEW GIRDER TRUSS A2G.
 ***NOTE: IF EXISTING TRUSSES ARE CUT. PROVIDE
 ENGINEERING SHOWING HOW THE TRUSSES ARE REINFORCED TO
 PROVIDE A CONTINUOUS LOAD PATH.
 *** 4- PROVIDE PRODUCT APPROVALS FOR SIMPSON STRUCTURAL
 CONNECTOR HGT-2. NEED ONE FOR 2010 CODE NOT 2007.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2013-02-15 Cont ID  
Sent By jgomez Date 2013-02-15 Time 11:13 Rev Time 0.00
Received By jgomez Date 2013-02-15 Time 11:13 Sent To  
Notes
2013-02-15 11:19:39RESIDENTIAL (R3) ADDITION SECOND BUILDING REVIEW
 CHECKLIST.
 CODE: 2010 FBC.
  
 1- SHEET 2 OF 4:
 A) ORIGINAL COMMENT:
 "OPENINGS ON EXISTING MASTER BEDROOM WERE CLOSED.
 PROVIDE SPECIFICATIONS/DETAILS SHOWING HOW COMPLYING
 WITH THE EGRESS REQUIREMENTS OF SEC. R310.".
  
 ***RESPONSE:
 REVISED PLANS SHOW AN EGRESS WINDOW FROM THE MASTER
 BATHROOM. THIS DOESN'T COMPLY. THE EGRESS WINDOW SHALL
 BE IN THE MASTER BEDROOM, NOT IN THE MASTER BATHROOM.
 REVISE AS REQUIRED TO COMPLY.
  
 B) ORIGINAL COMMENT:
 "NOTE #2 SPECIFIES EXTERIOR WALLS TO BE 2X4 STUDS WITH
 R-19 INSULATION. R-19 BATT INSULATION DOESN'T FIT ON
 2X4 WALL. REVISE AS REQUIRED. SEC. 107.2.1 CITY
 AMENDMENTS TO FBC." AND, COORDINATE WITH ITEM #6(B)
 BELOW.
  
 ***RESPONSE:
 NOT ADDRESSED.
  
 2- SHEET 3 OF 4: DESIGN PRESSURES SHOWN FOR THE NEW
 WINDOWS DON'T CORRESPOND TO EXPOSURE "D". PROVIDE
 ACTUAL CALCULATIONS SHOWING HOW THE DESIGN PRESSURES
 WERE CALCULATED. SEC. 107.2.1.3 CITY AMENDMENTS TO FBC.
  
 3- SHEET 4 OF 4:
 A) ORIGINAL COMMENT:
 REVISE NAILING SCHEDULE TYPE OF NAIL AND NAIL SPACING.
 ROOF SHEATHING REQUIRES MIN. 8D RING SHANK NAILS. AND
 THE SPACING REQUIRED FOR ZONE #3 IS 4"O.C. AND 6"O.C.
 FOR ZONES 1 AND 2. SEC. R803.2.3.1 OF 2010
 FBC-RESIDENTIAL.
  
 ***RESPONSE:
 NAILING SCHEDULE ON SHEET 4 OF 4 WAS NOT REVISED.
 REVISE TO MATCH INFORMATION SHOWN ON THE TRUSS LAYOUT.
 CLEARLY IDENTIFY THE ROOF ZONES ON THE TRUSS LAYOUT
 (DRAWING SUBMITTED IS MISMATCHING ROOF ZONE 2 AND 3.
 REVISE AS REQUIRED).
  
 4- SOIL TEST REPORT SUBMITTED STATES THAT A SOIL
 BEARING CAPACITY OF 2500 POUNDS PER SQUARE FOOT MAY BE
 UTILIZED IN THE FOOTING DESIGN "WHEN THE FOOTINGS BEAR
 ONE AND ONE HALF (1.5) TO TWO (2) FEET BELOW THE
 FINISHED GRADE". (SEE SECOND TO LAST PARAGRAPH ON SHEET
 3 OF SOIL TEST REPORT). REVISE DRAWINGS AS REQUIRED TO
 SHOW THIS RECOMMENDATIONS. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 5- REVISED ENERGY CALCULATIONS SUBMITTED:
 A) REVISE ITEMS 6A, 6B AND 6C. NEED TO PROVIDE MINIMUM
 REQUIREMENTS FROM TABLE 402A OF SECOND SHEET OF THE
 ENERGY CALCULATIONS SUBMITTED. AND, COORDINATE
 INFORMATION WITH INFORMATION SHOWN ON TABLE 402A.
  
 6- ACCORDING TO TRUSS PACKAGE SUBMITTED, THE DESIGNER
 OF RECORD NEED TO REVISE THE FOLLOWING INFORMATION ON
 THE PLANS (SEC. 107.2.1 CITY AMENDMENTS):
 A) THE CONNECTOR (SIMPSON H16-2) DOESN'T MEET THE
 UPLIFT LOADS CALCULATED BY THE TRUSS ENGINEER. REVISE
 AS REQUIRED.
  
 B) TRUSSES NEED BEARING AT THE ENDS TO BE 6" (SEE TRUSS
 A1 AND A2G. THEY SHOW RIGID SURFACE W=6"). PLANS SHOW
 2X4 WOOD STUDS. REVISE AS REQUIRED.
  
 C) SPECIFY THE CONNECTORS FOR EXISTING ROOF TRUSSES TO
 BE RESTING ON NEW GIRDER TRUSS A2G. TRUSS LAYOUT
 SPECIFIES CONNECTIONS BY OTHERS.
  
 7- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS
 AND DETAILS. INCLUDING THE H16-2 CONNECTOR SPECIFIED AT
 THE ENDS OF GIRDER TRUSS. ***NOTE: NEED TO COORDINATE
 THIS CONNECTOR WITH ITEM #6 (A) ABOVE. PROVIDE ONLY THE
 PRODUCT APPROVAL COVER PAGE AND PAGE SHOWING THE
 SPECIFIED CONNECTOR.
  
 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 2013-01-02 Cont ID  
Sent By jgomez Date 2013-01-02 Time 11:08 Rev Time 0.00
Received By jgomez Date 2013-01-02 Time 09:52 Sent To  
Notes
2013-01-02 11:27:51RESIDENTIAL (R3) ADDITION, BUILDING REVIEW COMMENTS.
 CODE: 2010 FBC.
  
 1- ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND
 ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF
 THE PERSON RESPONSIBLE FOR THE DESIGN. SEC. 107.2.1
 CITY AMENDMENTS TO FBC.
 IF THE DESIGNER IS A CONTRACTOR AS REQUIRED BY SEC.
 107.3.4.3, THEN SIGN THE PLANS ACCORDINGLY.
  
 2- SHEET 1 OF 4: THIS IS A BATHROOM ADDITION NOT
 ALTERATION LEVEL TWO. REVISE AS REQUIRED BY SEC. 407 OF
 2010 FBC-EXISTING BUILDING.
  
 3- SHEET 2 OF 4:
 A) OPENINGS ON EXISTING MASTER BEDROOM WERE CLOSED.
 PROVIDE SPECIFICATIONS/DETAILS SHOWING HOW COMPLYING
 WITH THE EGRESS REQUIREMENTS OF SEC. R310.
  
 B) NOTE #2 SPECIFIES EXTERIOR WALLS TO BE 2X4 STUDS
 WITH R-19 INSULATION. R-19 BATT INSULATION DOESN'T FIT
 ON 2X4 WALL. REVISE AS REQUIRED. ALSO, COORDINATE WITH
 THE ENERGY CALCULATIONS SUBMITTED. REVISE AS REQUIRED.
 SEC. 107.2.1 CITY AMENDMENTS TO FBC.
  
 C) SIZE OF FOOTING SHOWN ON THE FOUNDATION PLAN DOESN'T
 MATCH SIZE SHOWN ON THE TYP. WALL SECTION. REVISE AS
 REQUIRED. SEC. 107.2.1 CITY AMENDMENTS.
  
 4- SHEET 3 OF 4:
 A) PROVIDE FRAMING DETAILS/SPECIFICATIONS FOR ARCHED
 WINDOW. SEC. 107.2.1 CITY AMENDMENTS TO FBC.
  
 B) CLARIFY THE DESIGN PRESSURES SHOWN FOR THE WINDOWS.
 THERE ARE TWO DIFFERENT SPECS SHOWN. NOTE; KEEP IN MIND
 THAT ACCORDING TO SEC. R301.2.1.3 THIS HOUSE IS LOCATED
 ON EXPOSURE "D".
  
 C) WALL SECTION. CLARIFY IF USING 2X4 STUDS OR 2X6
 STUDS. BOTH ARE SPECIFIED ON ON THE SAME WALL DETAIL.
 SEC. 107.2.1 CITY AMENDMENTS.
  
 D) REVISE FOOTING SIZE SHOWN ON WALL SECTION. MINIMUM
 DEPTH BELOW GRADE IS 12".. SEC. R403.1.4 OF 2010
 FBC-RESIDENTIAL. ALSO, COORDINATE SIZE WITH ITEM #3(C)
 ABOVE.
  
 5- SHEET 4 OF 4:
 A) PROVIDE COMPLETE DETAILS AND SPECIFICATIONS FOR
 GIRDER TO SUPPORT EXISTING SPAN AS SHOWN ON THE TRUSS
 LAYOUT FROM FLORIDA QUALITY TRUSS. SPECIFY GIRDER SIZE,
 LOCATION, SUPPORT AT THE ENDS TO RESIST THE CALCULATED
 UPLIFT LOADS. *** NOTE: ALSO, PROVIDE SPECIFICATIONS
 FOR SHORING WHEN REMOVING EXISTING BEARING WALL TO
 ALLOW FOR NEW ADDITION. SEC. 107.2.1 CITY AMENDMENTS.
  
 B) REVISE NAILING SCHEDULE TYPE OF NAIL AND NAIL
 SPACING. ROOF SHEATHING REQUIRES MIN. 8D RING SHANK
 NAILS. AND THE SPACING REQUIRED FOR ZONE #3 IS 4"O.C.
 AND 6"O.C. FOR ZONES 1 AND 2. SEC. R803.2.3.1 OF 2010
 FBC-RESIDENTIAL.
  
 C) REVISE THE ROOF SHEATHING NOTES SHOWN ON THE ROOF
 FRAMING PLAN FOR ROOF AREA #1. COORDINATE WITH #5(A)
 ABOVE.
  
 D) TRUSS LOADS ARE NOT ADDED CORRECTLY. TOTAL LOAD
 SHALL BE 60PSF NOT 50. REVISE AS REQUIRED. SEC. 107.2.1
 CITY AMENDMENTS.
  
 F) REVISE ROOF ZONES DIMENSIONS SHOWN ON THE ROOF
 FRAMING PLAN. GABLE ENDS ZONE #3 IS 5'-0" MIN AND ZONE
 #2 IS 4'-0" MIN. . SEE FIGURE R803.2.3.1 OF 2010
 FBC-RESIDENTIAL AND REVISE AS REQUIRED.
  
 6- PROVIDE SOIL TEST REPORT (2 COPIES) AS REQUIRED BY
 SEC. R401.4 OF 2010 FBC-RESIDENTIAL.
  
 7- ENERGY CALCULATIONS SUBMITTED:
 A) COMPLETE ALL THE INFORMATION ON TOP OF FORM,
 INCLUDING PROJECT NAME AND ADDRESS, OWNER, PERMITTING
 OFFICE AND JURISDICTION NUMBER. SEC. 103.2.1.1.1 OF
 2010 FBC-ENERGY CONSERVATION.
  
 B) REVISE ITEMS 6A, 6B AND 6C. NEED TO PROVIDE MINIMUM
 REQUIREMENTS FROM TABLE 402A OF SECOND SHEET OF THE
 ENERGY CALCULATIONS SUBMITTED.
  
 C) PERSON WHO PREPARED THE ENERGY CALCULATIONS AND
 OWNER/AGENT NEED TO SIGN AND DATE THE BOTTOM OF THE
 FORM. SEC. 103.2.1.1.1 OF 2010 FBC-ENERGY CONSERVATION.
  
 8- TRUSS LAYOUT FROM FLORIDA QUALITY TRUSS.
 A) ROOF LOADS DON'T MEET THE ROOF LOADS SPECIFIED BY
 THE DESIGNER OF RECORD. SEE SHEET 4 OF 4 AND REVISE AS
 REQUIRED. SEC. 107.2.1 CITY AMENDMENTS.
  
 B) ENGINEER TO SIGN AND SEAL ALL THE TRUSS DRAWINGS.
 AND, NEED TO PROVIDE ORIGINAL SIGNATURE NOT RUBBER
 STAMP AS REQUIRED BY CHAPTER 471 FLORIDA STATUTE. SEC.
 107.1 CITY AMENDMENTS TO FBC.
  
 9- PROVIDE PRODUCT APPROVAL (2 COPIES) AS REQUIRED BY
 DCA RULE 9N-3 FOR:
 A) THE AWNING WINDOWS AS SPECIFIED ON PLANS. NONE
 SUBMITTED AT THIS TIME. ONE SUBMITTED IS FOR SINGLE
 HUNG WINDOWS.
  
 B) ALL SIMPSON STRUCTURAL CONNECTORS SPECIFIED ON PLANS
 AND DETAILS. PROVIDE ONLY THE PRODUCT APPROVAL COVER
 PAGE AND PAGE SHOWING THE SPECIFIED CONNECTOR.
  
 10- DESIGNER OF RECORD TO REVIEW AND APPROVE IN WRITING
 ALL THE PRODUCT APPROVALS (INCLUDING THE ONES ALREADY
 SUBMITTED) AS REQUIRED BY SEC. 107.3.4.1 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 2013-03-08 Cont ID  
Sent By rlecky Date 2013-03-08 Time 12:12 Rev Time 0.00
Received By rlecky Date 2013-03-08 Time 12:12 Sent To  
Notes
2013-03-08 12:12:52RESTAMP. RL
2013-02-19 11:23:28NEW SHEETS SUBMITTED. JG.
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2013-01-02 Cont ID  
Sent By rmcdouga Date 2013-01-02 Time 15:41 Rev Time 0.00
Received By rmcdouga Date 2013-01-02 Time 15:13 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2013-03-07 Cont ID  
Sent By jgomez Date 2013-03-07 Time 17:48 Rev Time 0.00
Received By jgomez Date 2013-02-22 Time 13:13 Sent To  
Notes
2013-02-22 13:13:59TO JG DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2013-02-19 Cont ID  
Sent By jgomez Date 2013-02-19 Time 11:26 Rev Time 0.00
Received By jgomez Date 2013-02-07 Time 16:58 Sent To  
Notes
2013-02-08 17:00:52GAVE TO JULIO
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2013-01-02 Cont ID  
Sent By rmcdouga Date 2013-01-02 Time 15:41 Rev Time 0.00
Received By rmcdouga Date 2012-12-19 Time 11:08 Sent To  
Notes
2012-12-20 11:09:08R09
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status P Date 2012-12-28 Cont ID  
Sent By jgomez Date 2012-12-28 Time 16:25 Rev Time 0.00
Received By jgomez Date 2012-12-28 Time 16:25 Sent To  
Notes
2012-12-28 16:26:27NO FEES DUE. MU-2012-22286. JG.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2013-03-08 Cont ID  
Sent By jgomez Date 2013-03-08 Time 11:26 Rev Time 0.00
Received By jgomez Date 2013-03-08 Time 11:26 Sent To  
Notes
2013-03-08 11:27:02EXTENDING A/C DUCT TO NEW AREA. JG.
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2012-12-21 Cont ID  
Sent By tgordon Date 2012-12-21 Time 10:09 Rev Time 0.00
Received By tgordon Date 2012-12-21 Time 10:09 Sent To  
Notes
2012-12-21 10:19:24THE FOLLOWING ITEMS "ARE NOT INCLUDED" IN THE SCOPE OF
 THIS PLAN REVIEW. SEPARATE PERMIT APPLICATION, AND
 REVIEWS (PLANS) ARE REQUIRED FOR: A/C MECHANICAL
 (DUCTWORK).
  
 MECHANICAL PLAN REVIEW BY:
 TOM GORDON (HY-BYRD INC.) (561) 805-6732
Review Stop P PLUMBING
Rev No 2 Status P Date 2013-02-19 Cont ID  
Sent By jgomez Date 2013-02-19 Time 11:20 Rev Time 0.00
Received By jgomez Date 2013-02-19 Time 11:20 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2013-01-02 Cont ID  
Sent By jgomez Date 2013-01-02 Time 10:08 Rev Time 0.00
Received By jgomez Date 2013-01-02 Time 10:08 Sent To  
Notes
2013-01-02 11:02:56RESIDENTIAL (R3) ADDITION PLUMBING REVIEW COMMENTS.
 CODE: 2010 FBC.
  
 1- REVISE SIZE OF VENT SHOWN ON THE PLUMBING RISER
 DIAGRAM. NEED TO COMPLY WITH SEC. P3113.1 OD 2010
 FBC-RESIDENTIAL.
  
 2- ALL INFORMATION, DRAWINGS, SPECIFICATIONS AND
 ACCOMPANYING DATA SHALL BEAR THE NAME AND SIGNATURE OF
 THE PERSON RESPONSIBLE FOR THE DESIGN. SEC. 107.2.1
 CITY AMENDMENTS TO FBC.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CALL
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
Review Stop Z ZONING
Rev No 1 Status P Date 2012-12-28 Cont ID  
Sent By mdekle Date 2012-12-28 Time   Rev Time  
Received By mdekle Date 2012-12-28 Time   Sent To  
Notes
2012-12-28 09:32:1112/28/12


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