Plan Review Notes
Plan Review Notes For Permit 14080872
Permit Number 14080872
Review Stop B
Sequence Number 1
Notes
Date Text
2014-09-24 18:13:20PLAN REVIEW COMMENTS
  
  
 1ST REVIEW: FBC 2010
 ROBERT MCDOUGAL, CBO
 COMMERCIAL COMBINATION PLANS EXAMINER
 (561) 805-6714
 [email protected]
  
 PLEASE ADDRESS THE ITEMS NOTED BELOW:
  
 BUILDING
  
 1) VALUATION - FBC 109.3 BUILDING PERMIT VALUATION. FOR
 PERMITTING PURPOSES, VALUATION OF BUILDINGS AND SYSTEMS
 SHALL BE TOTAL REPLACEMENT VALUE TO INCLUDE STRUCTURAL,
 ELECTRIC, PLUMBING, MECHANICAL, INTERIOR FINISH,
 RELATIVE SITE WORK, ARCHITECTURAL AND DESIGN FEES,
 MARKETING COSTS, OVERHEAD AND PROFIT; EXCLUDING ONLY
 LAND VALUE. VALUATION REFERENCES MAY INCLUDE THE LATEST
 PUBLISHED DATA OF NATIONAL CONSTRUCTION COST ANALYSIS
 SERVICES (MARSHALL-SWIFT, MEANS, ETC.), AS PUBLISHED BY
 INTERNATIONAL CODE CONGRESS. FINAL BUILDING PERMIT
 VALUATION SHALL BE SET BY THE BUILDING OFFICIAL. BASED
 ON THE LATEST ICC VALUATION THE VALUE OF THIS SINGLE
 FAMILY DWELLING IS $265, 326.00.
  
 2) THE " ROOF OVERHUNG" DETAIL AND SECTION ON SHEET A-2
 IS MISSING INFORMATION. SUCH AS, THE 2 X 6 LEDGER TO
 WALL ATTACHMENT, THE RAFTERS TO 4 X 6 HEADER ATTACHMENT
 , THE 4 X 4 ANGLE BRACE END ATTACHMENT, ETC. SPECIFY
 THE CONNECTORS AND/OR FASTENERS THAT WILL BE USED. ALSO
 SPECIFY THE SLOPE OF THIS ROOF. FBC-R 301.1
  
 3) ON SHEET A-3, THE WINDLOAD DATA LISTS THE ROOF SLOPE
 AS 6:12 AND THE END ZONE A = 3.0 FT. THE PLANS SPECIFY
 THE ROOF SLOPE AS 5:12 AND FBC-R FIGURE R301.2(7)
 SPECIFIES END ZONE 5 AS A = 4.0 FT. IN ALL CASES.
 PLEASE CORRECT.
  
 4) THE FLOOR AND ROOF TRUSS CONNECTIONS TO THE WALLS
 ARE REQUIRED TO BE SPECIFIED ON THE PLANS BY THE
 STRUCTURAL ENGINEER OF RECORD. FAC 61G15-31.003 ON
 SHEET S-2 SOME OF THE TRUSS TO WALL CONNECTIONS THAT
 ARE THE RESPONSIBILITY OF THE STRUCTURAL ENGINEER OF
 RECORD ARE LABELED PER TRUSS MANUFACTURER.
  
 5) SPECIFY THE CONNECTORS THAT WILL BE USED TO ATTACH
 THE FLOOR TRUSSES TO THE WALL LEDGERS. FBC-R501.2
  
 6) ON SHEET S-3 THE NEGATIVE UPLIFT PRESSURES ARE ROOF
 ZONES 2 AND 3 ARE THE SAME IN THE ROOF CLADDING SERVICE
 (NOMINAL) WIND LOAD SCHEDULE. THE NEGATIVE (UPLIFT)
 PRESSURES FOR ROOF ZONE 3 SHOULD BE MORE ( - 73.9 PSF
 ). FBC-R TABLE R301.2(2) AND R301.2.1
  
 7) SPECIFY THE SIZE OF THE OVERHEAD GARAGE DOOR ON THE
 PLANS.
  
 8) SPECIFY THE OVERHEAD GARAGE DOOR AND FRONT DOOR
 COMPONENT & CLADDING PRESSURES ON THE PLANS.
  
 9) SUBMIT TWO SETS OF PRODUCT APPROVALS FOR THE 7' TALL
 OUTSWING FRONT DOOR AND THE DOUBLE OUTSWING FRENCH
 DOORS AS REQUIRED BY DCA RULE 9N-3. THE ONES THAT WERE
 SUBMITTED (NOA NO. 11-1013.22) EXPIRED IN 2012.
  
 10) SPECIFY THE ATTACHMENT METHOD THAT WILL BE USED TO
 INSTALLED THE CLAY ROOF TILES. IF ONE OF THE APPROVED
 ADHESIVES LISTED IN THE ROOF TILE PRODUCT APPROVAL WILL
 BE USED, THEN SUBMIT TWO SETS OF PRODUCT APPROVALS FOR
 IT. DCA RULE 9N-3 AND FBC-R905.3
  
 11) FBC 107.3.4 - THOSE PRODUCTS WHICH ARE REGULATED BY
 DCA RULE 9N-3 ARE REQUIRED TO BE REVIEWED AND APPROVED
 IN WRITING BY THE DESIGNER OF RECORD.
  
 IN ORDER TO REDUCE PLAN REVIEW TIMES, PLEASE SUBMIT A
 RESPONSE LETTER INDICATING HOW EACH OF THE REVIEW
 COMMENTS HAS BEEN ADDRESSED.
  
  
  
  
  
  
  
  
  


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