Plan Review Notes
Plan Review Notes For Permit 04111224
Permit Number 04111224
Review Stop B
Sequence Number 1
Notes
Date Text
2004-12-21 00:00:00DENIED
  
 1) THE OWNER/AGENT IS REQUIRED TO SIGN
 THE ENERGY CALC. FORMS. THE ENERGY
 CALCS.DO NOT SPECIFY THE 2X6 WOOD FRAME
 EXTERIOR WALLS WITH R-19 INSULATION. THE
 WALLS ADJACENT TO THE GARAGE ARE
 SPECIFIED WITH R-19 INSULATION ON THE
 PLAN AND R-11 ON THE ENERGY CALCS.
  
 2) FBC 2504.2.1 REQUIRES EXTERIOR
 APPLICATIONS OF PORTLAND CEMENT PLASTER
 TO COMPLY WITH ASTM C 92. THIS STANDARD
 REQUIRES PLASTER OVER METAL BASE TO BE
 5/8" THICK WHEN APPLIED HORIZONTALLY AND
 7/8" THICK WHEN APPLIED VERTICALLY.
  
 3) THE MEAN ROOF HEIGHT FOR THE
 STRUCTURE IS 38'-5" SUBMIT ENGINEERED
 CALCULATIONS FOR THE ROOF SHEATHING
 FASTENING REQUIREMENTS.
  
 4) THEIR IS A TYPO ON SHEET A12. THE
 TEXT IS PRINTED OVER.
  
 5) THE STRUCTURAL NOTES ON S5 HAS A TYPO
 THAT REFERS TO THE FBC N1 EDITION.
  
 6) SPECIFY THE REQUIRED SOIL BEARING
 CAPACITY FOR THE STRUCTURE ON THE
 PLANS.
  
 7) SUBMIT A SIGNED AND SEALED COPY OF
 THE SOIL REPORT.
  
 8) THE POSITIVE PRESSURES LISTED IN THE
 DOOR AND WINDOW WIND PRESSURE TABLE ON
 S5 DO NOT APPEAR TO HAVE BEEN ADJUSTED
 FOR HEIGHT BY MULTIPLYING BY THE
 APPROPRIATE COEFFICENT. SEE FBC TABLE
 1606.2D FOR M.R.H. OF 38'-5".
  
 9) PROVIDE CAP DETAILS FOR THE (WP-1)
 4X4 WOOD COLUMN AND THE (SC-1) STEEL
 COLUMN.
  
 10) DETAIL 5 ON S7 SHOWS A 6X6 WOOD POST
 CAP WHICH IS NOT CALLED OUT ON THE
 PLANS. PLEASE CLARIFY.
  
 11) SUBMIT PRODUCT APPROVALS FOR ASPHALT
 ROOF SHINGLES THAT WERE TESTED TO ASTM D
 3161M OR PA 107 AND ARE NOT LIMITED TO A
 33' M.R.H.
  
 12) THE DOOR SCHEDULE FOR UNIT 2 AND 2R
 DOES NOT LIST THE 16' WIDE OVERHEAD
 GARAGE DOOR OR THEIR WIND PRESSURES.
  
 13) THE NOA/ELEVATION REPORT FOR THE
 GLASS BLOCK IS MISSING.
  
 14) A PRODUCT APPROVAL FOR FIXED GLASS
 WINDOWS WAS SUBMITTED, HOWEVER, THERE
 AREN'T ANY SPECIFIED ON THE PLANS.
 PLEASE CLARIFY.
  
 15) THE TRUSS LAYOUTS AND DRAWINGS ARE
 REQUIRED TO HAVE THE ORIGINAL WET
 SIGNATURE OF THE TRUSS ENGINEER PER FAC
 61G15-23.002.
  
 16) THE ROOF PLAN ON S4 DOES NOT MATCH
 THE TRUSS LAYOUT. PLEASE REVISE.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714


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