Plan Review Details - Permit 18101322
Plan Review Stops For Permit 18101322
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2018-11-29 Cont ID  
Sent By jgomez Date 2018-11-29 Time 09:20 Rev Time 0.00
Received By jgomez Date 2018-11-29 Time 08:11 Sent To  
Notes
2018-11-29 09:20:10BUILDING REVIEW APPROVED WITH PROVISO:
 1- SEE RED-LINED NOTES ON INSTALLATION SCHEDULE. USE
 SMALLEST EFFECTIVE AREA FOR THE OPENING DESIGN
 PRESSURES CALCULATIONS.
  
 2- USE CONCRETE BLOCK ANCHOR SCHEDULE FOR SILL ANCHORS
 UNLESS CONTRACTOR PROVES POURED CONCRETE.
 8" SPACING A SHOWN ON INSTALLATION SCHEDULE IS OK FOR
 CONCRETE BLOCK INSTALLATION BASED ON THE REDUCTION
 REQUIRED BY THE EDGE DISTANCE SPECIFIED.
 (SEE EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS
 TABLE ON SHEET 13 OF 20 OF SHUTTERS DRAWINGS).

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2018-11-01 Cont ID  
Sent By jgomez Date 2018-11-01 Time 07:56 Rev Time 0.00
Received By jgomez Date 2018-10-31 Time 18:46 Sent To  
Notes
2018-11-01 08:48:46RESIDENTIAL (R3) SHUTTERS INSTALLATION BUILDING REVIEW
 COMMENTS
 CODE: FBC 6TH EDITION (2017) AND CITY AMENDMENTS.
  
 1- SHUTTERS INSTALLATION SCHEDULE IS INCOMPLETE AND
 SOME ITEMS NEED TO BE REVISED. SEC. 107.2.1 CITY
 AMENDMENTS.
 A) SPECIFY ANCHOR SPACING (TOP AND BOTTOM). NOTE:
 ANCHOR SPACING IS BASED ON THE SUBSTRATE MATERIAL.
 TYPICALLY, THE POURED CONCRETE ANCHOR SCHEDULE IS USED
 FOR TOP ANCHORS AND CONCRETE BLOCK ANCHOR SCHEDULE IS
 USED FOR BOTTOM ANCHORS UNLESS CONTRACTOR PROVES THAT
 THE OPENING SILL IS POURED CONCRETE ALSO WITH THE
 REQUIRED CONCRETE STRENGTH.
  
 B) SHUTTERS INSTALLATION SCHEDULE SPECIFIES THE DESIGN
 PRESSURES FOR ALL OPENINGS USING THE SAME EFFECTIVE
 WIND AREA. THE DESIGN PRESSURES ARE TAKEN BASED ON THE
 EFFECTIVE WIND AREA OF EACH OPENING. PROVIDE THE
 CORRECT DESIGN PRESSURES BASED ON THE ACTUAL EFFECTIVE
 WIND AREA OR PROVIDE THE DESIGN PRESSURES FOR THE WORST
 SCENARIO (SMALLEST EFFECTIVE WIND AREA). REVISE
 INSTALLATION SCHEDULE AS REQUIRED.
  
 C) CLEARLY SPECIFY THE SHUTTER MOUNTING CONDITION ON
 COLUMN #4 OF INSTALLATION SCHEDULE. FOR EXAMPLE WALL
 DETAIL "A" OR WALL DETAIL "D". SEE SHEET 6 OF 20 OF
 SHUTTERS DRAWINGS. NOTE: W IS NOT A MOUNTING CONDITION.
 REVISE AS REQUIRED.
  
 D) REVISE SHUTTER GLASS SEPARATION ON COLUMN #5 OF
 INSTALLATION SCHEDULE. SEE SHEET 11 OF 20 FOR DIFFERENT
 SCENARIOS BASED ON THE NUMBER OF SHUTTER LOCKS AND
 NUMBER OF LOCKING RODS. REVISE AS REQUIRED AND CLEARLY
 SPECIFY NUMBER OF LOCKS AND LOCKING RODS. OR PROVIDE
 THE GLASS SEPARATION DISTANCE THAT COVERS ALL
 SCENARIOS.
  
 E) REVISE THE ANCHOR EDGE DISTANCE ON COLUMN 8 OF
 SHUTTERS INSTALLATION SCHEDULE. SEE SHEET 13 OF 20 FOR
 EDGE DISTANCE VS SPACING SCHEDULE FOR ANCHORS. ANCHORS
 SPACING MAY HAVE TO BE REDUCED BASED ON THE ACTUAL EDGE
 DISTANCE. NOTE: SEE SPECIFICATIONS ON ANCHOR
 REQUIREMENTS ON SAME PAGE FOR ANCHOR MINIMUM EMBEDMENT
 REQUIRED INTO CONCRETE OR CONCRETE BLOCK.
  
 F) CLEARLY IDENTIFY SUBSTRATE MATERIAL (TOP AND BOTTOM)
 ON COLUMN 10 OF INSTALLATION SCHEDULE. COORDINATE WITH
 ITEM #1(A) ABOVE.
  
  
 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 2 Status N Date 2018-11-29 Cont ID  
Sent By jgomez Date 2018-11-29 Time 09:27 Rev Time 0.00
Received By jgomez Date 2018-11-26 Time 16:36 Sent To I
Notes
2018-11-27 16:36:17RESUB ROUTED TO JGOMEZ

Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2018-11-01 Cont ID  
Sent By jgomez Date 2018-11-01 Time 10:28 Rev Time 0.00
Received By jgomez Date 2018-10-29 Time 14:10 Sent To I
Notes
2018-10-30 14:10:22BLDG <5K


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