Plan Review Details - Permit 18020428
Plan Review Stops For Permit 18020428
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2018-03-05 Cont ID  
Sent By jgomez Date 2018-03-05 Time 12:41 Rev Time 0.00
Received By jgomez Date 2018-03-05 Time 12:37 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status   Date 2018-02-27 Cont ID  
Sent By jgomez Date 2018-02-27 Time 18:29 Rev Time 0.00
Received By jgomez Date 2018-02-27 Time 18:29 Sent To  
Notes
2018-02-27 18:30:01E-MAILED CONTRACTOR. WAITING FOR ENGINEER CALCULATIONS
 WITH ORIGINAL SEAL AND SIGNATURE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2018-02-26 Cont ID  
Sent By jgomez Date 2018-02-22 Time 18:12 Rev Time 0.00
Received By jgomez Date 2018-02-22 Time 17:47 Sent To  
Notes
2018-02-22 17:58:47RESIDENTIAL (R3) ALTERATION, THIRD BUILDING REVIEW
 CHECKLIST.
 CODE: FBC 6TH EDITION (2017).
  
 1- ACCORDING TO ENGINEER CALCULATIONS SUBMITTED THE
 DESIGN PRESSURES SHOWN IN THE INSTALLATION SCHEDULE
 SEEM TO BE TOO LOW FOR A BUILDING LOCATED IN EXPOSURE C
 IF THE OPENINGS ARE LOCATED IN AND END ZONE OF 10 FT
 AND A MEAN ROOF HEIGHT OF 27FT. ENGINEER TO REVISE
 DESIGN PRESSURES AS REQUIRED. SEC. R301.1
 FBC-RESIDENTIAL, 6TH EDITION (2017).
  
 2- ENGINEER CALCULATIONS NEED THE FOLLOWING:
 A) ORIGINAL SEAL AND SIGNATURE AS REQUIRED BY
 61G15-23.003 F.A.C. PLEASE SUBMIT ORIGINAL
 CALCULATIONS, NOT VIA E-MAIL.
  
 B) CALCULATIONS NEED A TITLE BLOCK WITH ALL THE
 ENGINEER'S INFORMATION AS REQUIRED BY 61G15-23.001(4)
 F.A.C.
  
 3- INSTALLATION SCHEDULE CALLS FOR NOTE #2 FOR TOP
 CONNECTION "U". THE CORRECT NOTE TO REFERENCE IS NOTE
 #3 NOT NOTE #2. REVISE/CLARIFY AS REQUIRED. SEC.
 107.2.1 CITY AMENDMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2018-02-16 Cont ID  
Sent By jgomez Date 2018-02-15 Time 16:02 Rev Time 0.00
Received By jgomez Date 2018-02-15 Time 15:12 Sent To  
Notes
2018-02-15 15:13:11RESIDENTIAL (R3) ALTERATION, SECOND BUILDING REVIEW
 CHECKLIST.
 CODE: FBC 6TH EDITION (2017).
  
 1- REVISED INSTALLATION SCHEDULE SUBMITTED:
 A) THE DESIGN CRITERIA INFORMATION SHOWN DOESN'T MATCH
 ACTUAL BUILDING. ALSO, THERE IS INFORMATION IN THE
 DESIGN CRITERIA THAT DOESN'T SEEM TO APPLY FOR THIS
 PROJECT. IF USING THIS INFORMATION, THEN PROVIDE
 COMPLETE SITE SPECIFIC SIGNED AND SEALED CALCULATIONS
 USING ONLY THE REQUIRED INFORMATION TO OBTAIN THE
 DESIGN PRESSURES. SEC. 107.2.1.3 CITY AMENDMENTS.
 NOTE: IF USING THE FBC TABLES, THEN JUST SPECIFY THE
 CURRENT CODE (2017), BUILDING MEAN ROOF HEIGHT,
 LOCATION OF OPENINGS (END OR INTERIOR) AND BUILDING
 EXPOSURE.
  
 B) INSTALLATION SCHEDULE IS MISSING THE GLASS
 SEPARATION DISTANCE. SEC. R301.1 FBC-RESIDENTIAL.
 GLASS SEPARATION IS REQUIRED TO BE IN THE INSTALLATION
 SCHEDULE. THE PURPOSE OF THE INSTALLATION SCHEDULE IS
 TO INCLUDE ALL THE PROPOSED INSTALLATION TO FACILITATE
 REVIEW AND INSPECTIONS. SEE CITY INSTALLATION SCHEDULE
 SAMPLE THAT SHOWS ALL THE INFORMATION THAT IS REQUIRED
 TO BE INCLUDED. CONTRACTOR MAY USE THE CITY
 INSTALLATION SCHEDULE OR PROVIDE ANY OTHER FORMAT AS
 LONG AS ALL THE REQUIRED INFORMATION IS INCLUDED.
  
 C) CLARIFY WHAT DOES CONNECTION TYPE 3/8"WM SPECIFIED
 FOR OPENINGS #1 AND #2 ON TOP CONNECTION STANDS FOR?.
 DETAIL SECTION "A" DOESN'T SPECIFY THIS. SEC. 107.2.1
 CITY AMENDMENTS.
  
 D) CLARIFY WHAT DOES CONNECTION TYPE "ADJ SILL"
 SPECIFIED FOR ALL OPENINGS AT BOTTOM CONNECTION STANDS
 FOR?. DETAIL SECTION "H" DOESN'T SPECIFY THIS. SEC.
 107.2.1 CITY AMENDMENTS.
  
 E) SIZE OF LAG SCREWS SPECIFIED ON TOP CONNECTION USING
 SECTION OR TYPE "U" IS NOT CLEAR. INSTALLATION SCHEDULE
 CALLS FOR THREE 5/16 X 3 LAG SCREWS, WHILE NOTE BELOW
 THE INSTALLATION SCHEDULE CALLS FOR THREE 5/16 X 3.5"
 LAGS. REVISE AS REQUIRED TO MATCH. NOTE: THE SPECIFIED
 SCREW NEEDS TO HAVE MIN. 2" PENETRATION OF THREADED
 AREA. SEE SECTION DETAIL "U" AND REVISE LAG SCREW SIZE
 TO INCLUDE THE THICKNESS OF THE EXISTING SOFFIT. SEC.
 107.2.1 CITY AMENDMENTS.
  
 F) PROVIDE COMPLETE SPECIFICATIONS FOR TYPE OF ANCHOR
 TO BE USED. SPECIFY ANCHOR DIAMETER AND LENGTH TO
 VERIFY COMPLIANCE WITH THE PRODUCT APPROVAL
 REQUIREMENTS FOR MINIMUM EMBEDMENT. SEC. R301.1
 FBC-RESIDENTIAL. NOTE: ANCHOR TYPE SPECIFIED AT BOTTOM
 CONNECTION OF OPENINGS #3 AND #4 IS TAPCON. ACCORDING
 TO SPECIFICATION #1(A) ON PAGE 13 OF 20 THE CONCRETE
 NEEDS TO HAVE A MINIMUM STRENGTH OF 3KSI. IT LOOKS LIKE
 THESE ACCORDION SHUTTERS ARE GOING TO BE MOUNTED ON THE
 PATIO SLAB. TYPICALLY, PATIO CONCRETE SLABS DON'T HAVE
 THE STRUCTURAL CONCRETE STRENGTH OF 3KSI. THEREFORE THE
 TAPCON MAY NOT BE USED. IT LOOKS LIKE THE 1/4" BLUE TAP
 CONCRETE ANCHORS ONLY REQUIRE 2KSI CONCRETE STRENGTH.
 THIS CONNECTOR MAY BE USED INSTEAD. REVISE ANCHOR TYPE
 AND SPACING AS REQUIRED OR PROVIDE PROOF THAT THE PATIO
 CONCRETE SLAB HAS 3KSI STRENGTH.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-02-14 Cont ID  
Sent By jgomez Date 2018-02-13 Time 18:35 Rev Time 0.00
Received By jgomez Date 2018-02-13 Time 18:18 Sent To  
Notes
2018-02-13 18:44:00RESIDENTIAL (R3) ALTERATION, BUILDING REVIEW COMMENTS.
 CODE: FBC 6TH EDITION (2017).
  
 1- INSTALLATION SCHEDULE SUBMITTED:
 A) CALCULATED DESIGN PRESSURES ARE INCORRECT. ALSO, THE
 DESIGN CRITERIA TAKEN INTO CONSIDERATION DOESN'T MATCH
 ACTUAL BUILDING. THERE IS INFORMATION IN THE DESIGN
 CRITERIA THAT DOESN'T SEEM TO APPLY FOR THIS PROJECT.
 PROVIDE COMPLETE SIGNED AND SEALED WIND LOAD
 CALCULATIONS THAT CORRESPOND TO THE ACTUAL BUILDING OR
 USE THE TABLE R301.2(2) OF THE FBC-RESIDENTIAL, 6TH
 EDITION (2017) TO OBTAIN THE CORRESPONDING DESIGN
 PRESSURES. NOTE: IF USING THE FBC TABLE TAKE INTO
 CONSIDERATION THAT DESIGN PRESSURES NEED TO BE ADJUSTED
 TO BUILDING EXPOSURE "C" AND THE ACTUAL BUILDING MEAN
 ROOF HEIGHT. SEE TABLE R301.2(3) FBC-RESIDENTIAL.
  
 B) REVISE ANCHOR SPACING BASED ON THE REVISED DESIGN
 PRESSURES. COORDINATE WITH ITEM #1(A) ABOVE. SEC.
 R301.1 FBC-RESIDENTIAL.
  
 C) INSTALLATION SCHEDULE IS MISSING THE GLASS
 SEPARATION DISTANCE. SEC. R301.1 FBC-RESIDENTIAL.
  
 D) SECTION OR TYPE "A" SPECIFIED ON THE TOP CONNECTION
 IS FOR POURED CONCRETE SUBSTRATE ONLY NOT FOR WOOD
 FRAME AS SHOWN ON SCHEDULE SUBMITTED. SEE DETAIL "A" ON
 SHEET 6 OF 20 AND REVISE AS REQUIRED. SEC. 107.2.1 CITY
 AMENDMENTS.
  
 E) SECTION OR TYPE "U" SPECIFIED ON THE TOP CONNECTION
 IS FOR WOOD SUBSTRATE ONLY NOT FOR CONCRETE AS SHOWN ON
 SCHEDULE SUBMITTED. SEE DETAIL "U" ON SHEET 17 OF 20
 AND REVISE AS REQUIRED. SEC. 107.2.1 CITY AMENDMENTS.
  
 F) CLARIFY WHAT'S CONNECTION TYPE 3/8"WM AND CONNECTION
 TYPE ADJ SILL?. SEC. 107.2.1 CITY AMENDMENTS.
  
 G) TOP CONNECTION USING SECTION OR TYPE "U" DETAIL
 NEEDS TO SPECIFY LAG SCREWS NOT TAPCONS. SEE DETAIL "U"
 AND REVISE AS REQUIRED. SEC. R301.1 FBC-RESIDENTIAL.
  
 H) PROVIDE COMPLETE SPECIFICATIONS FOR TYPE OF ANCHOR
 TO BE USED. SPECIFY ANCHOR DIAMETER AND LENGTH TO
 VERIFY COMPLIANCE WITH THE PRODUCT APPROVAL
 REQUIREMENTS FOR MINIMUM EMBEDMENT. SEC. R301.1
 FBC-RESIDENTIAL.
  
 I) CLARIFY WHAT ARE THE "ALLOWABLE PRESSURES" SPECIFIED
 NEXT TO THE DESIGN PRESSURES STAND FOR AND, CLARIFY
 WHERE ARE THESE PRESSURES TAKEN FROM?. COORDINATE WITH
 ITEM #1(A) ABOVE. SEC. 107.2.1 CITY AMENDMENTS.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT
 JULIO GOMEZ
 COMMERCIAL COMBINATION PLANS EXAMINER
 DEVELOPMENT SERVICES DEPARTMENT
 BUILDING DIVISION
 (561)805-6712
 [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2018-03-05 Cont ID  
Sent By jgomez Date 2018-03-05 Time 12:42 Rev Time 0.00
Received By jgomez Date 2018-03-05 Time 12:37 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status   Date 2018-02-27 Cont ID  
Sent By jgomez Date 2018-02-27 Time 18:30 Rev Time 0.00
Received By jgomez Date 2018-02-27 Time 18:07 Sent To  
Notes
2018-02-27 18:08:50RECEIVED E-MAIL WITH REVISED INSTALLATION SCHEDULE AND
 ENGINEER CALCULATIONS.
  
 E-MAILED CONTRACTOR. WAITING FOR ENGINEER CALCULATIONS
 WITH ORIGINAL SEAL AND SIGNATURE.
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2018-02-26 Cont ID  
Sent By jgomez Date 2018-02-22 Time 18:12 Rev Time 0.00
Received By jgomez Date 2018-02-22 Time 17:31 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2018-02-16 Cont ID  
Sent By jgomez Date 2018-02-15 Time 18:28 Rev Time 0.00
Received By jgomez Date 2018-02-15 Time 18:28 Sent To I
Notes
2018-02-15 18:28:38RECEIVED E-MAIL FROM CONTRACTOR. JG.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-02-14 Cont ID  
Sent By jgomez Date 2018-02-13 Time 18:35 Rev Time 0.00
Received By jgomez Date 2018-02-09 Time 10:11 Sent To I
Notes
2018-02-12 10:11:34BLDG <5K


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