Plan Review Details - Permit 08010582
Plan Review Stops For Permit 08010582
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2008-03-19 Cont ID  
Sent By amorse Date 2008-03-19 Time 17:19 Rev Time 0.00
Received By amorse Date 2008-03-19 Time 17:19 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2008-03-01 Cont ID  
Sent By amorse Date 2008-03-01 Time 11:36 Rev Time 0.00
Received By amorse Date 2008-03-01 Time 11:36 Sent To PC
Notes
2008-03-01 11:44:39 
  
 PASSED
  
 ******PLEASE NOTE THAT NOTE #4 FROM FIRST REVIEW WAS
 NOT COMPLETELY ADDRESSED THE HGAM10 CONNECTOR IS A WOOD
 TO MASONRY CONNECTOR MEANT TO BE ATTACHED TO TOP OF
 BEAM (SEE ATTACHED INFO SHEETS) DRAWING SHOWS FLUSH
 MOUNTED JOISTS. REVISE DRAWING NOTES FOR CORRECT JOIST
 HANGER (LUS26 OR HUS26 WOULD WORK AND ARE IN THE
 SUBMITTED PRODUCT APPROVAL ON PAGES 11-13)
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-01-31 Cont ID  
Sent By amorse Date 2008-01-31 Time 16:19 Rev Time 0.00
Received By amorse Date 2008-01-31 Time 16:19 Sent To PC
Notes
2008-01-31 16:52:30 
  
 DENIED
  
  
 1)CONSTRUCTION DOCUMENTS SHALL SHOW THE SIZE, SECTION
 AND RELATIVE LOCATIONS OF STRUCTURAL MEMBERS WITH FLOOR
 LEVELS, COLUMN CENTERS AND OFFSETS FULLY DIMENSIONED.
 THE DESIGN LOADS AND OTHER INFORMATION PERTINENT TO THE
 STRUCTURAL DESIGN REQUIRED BY SECTIONS 1603.1.1 THROUGH
 1603.1.8 SHALL BE CLEARLY INDICATED ON THE CONSTRUCTION
 DOCUMENTS FOR PARTS OF THE BUILDING OR STRUCTURE, PER
 1603.1 FBC.(WIND LOADS, FLOOR LOADS,
 SOIL BEARING PRESSURE AND DESIRED SOIL DENSITY FOR
 FOUNDATIONS, ETC.)
  
 2)IN AN EXISTING BUILDING WHERE ALTERATIONS ARE BEING
 MADE A DESIGN PROFESSIONAL MUST ELECT THE LEVEL OF
 ALTERATION PER 301.5 OF EXISTING BUILDING CODE AND
 STATE ALONG WITH THE TYPE OF CONSTRUCTION ON THE
 DRAWINGS
  
 3)MORE INFORMATION IS REQUIRED:
 A) SHOW LOCATION OF WORK IN RELATION TO ENTIRE
 BUILDING
 B) IS THEIR AN EXISTING FOUNDATION UNDER 8" CBS WALL
 AND IF SO IS THE 30"X30" PAD ATTACHED OR UNDERNEATH
 EXISTING
 C) WILL BEAM SET ON CBS WALL, IN A POCKET OR AS NOTE
 STATES ON A 4X4 COLUMN
 D) PROVIDE CORRECT ADDRESS ON DRAWINGS
  
 4)PROVIDE PRODUCT APPROVALS FOR SIMPSON TIES. PLEASE
 NOTE THAT HGMA10 IS A WOOD TO MASONRY/CONCRETE
 APPLICATION AND YOUR JOIST TO BEAM IS AN ALL WOOD
 CONDITION
  
 BLDG PLAN REVIEW
 ADRIAN MORSE
 561-805-6716
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-03-14 Cont ID  
Sent By adarroug Date 2008-03-14 Time 11:12 Rev Time 0.00
Received By adarroug Date 2008-03-14 Time 11:12 Sent To B
Notes
2008-03-14 11:12:34TO "AMORSE" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-02-27 Cont ID  
Sent By adarroug Date 2008-02-27 Time 09:03 Rev Time 0.00
Received By adarroug Date 2008-02-27 Time 09:03 Sent To B
Notes
2008-02-27 09:03:29TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date   Cont ID  
Sent By   Date 2008-01-31 Time   Rev Time 0.00
Received By shill Date 2008-01-25 Time 09:45 Sent To  
Notes
2008-01-25 09:56:45TO "Z" BOX
Review Stop Z ZONING
Rev No 1 Status N Date 2008-01-28 Cont ID  
Sent By choops Date 2008-01-28 Time 11:02 Rev Time 0.00
Received By choops Date 2008-01-28 Time 11:02 Sent To B
Notes
2008-01-28 11:03:20***ZONING REVIEW - NOT REQUIRED - INTERIOR SUPPORT BEAM
 ONLY.***
  
  
  
  
 SENT TO "B" - MISC. 2


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