Plan Review Notes
Plan Review Notes For Permit 03060499
Permit Number 03060499
Review Stop B
Sequence Number 2
Notes
Date Text
2004-02-25 00:00:00****CORRECTIONS****
  
 PAID PLAN REVIEW, NOT A PERMIT APP.
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 [email protected]
  
 1.)THIS WILL BE A THRESHOLD BUILDING
 AS DEFINED IN FBC105.13 AND WILL REQUIRE
 A THRESHOLD INSPECTOR AND A THRESHOLD
 INSPECTION PLAN PRIOR TO PERMITTING.
  
 2.)SOME SHEETS HAVE A PHOTOCOPY OF
 A SEAL AND SIGNATURE.ALL SIGNATURES
 ARE TO BE ORIGINAL WITH A RAISED SEAL.
 THE PRINTED NAME AND LICENSE NUMBER OF
 THE PERSON SEALING THE DOCUMENT IS TO
 BE INCLUDED ON THE SHEET, FAC61G15-23,
 FAC61G1-16.003, 004.
  
 3.)PROVIDE A SOILS INVESTIGATION
 REPORT.
  
 4.)THE 3' DIMENSION ON A1.1 POINTS TO
 A DIMENSION LINE THAT ENCROACHES THE
 PROPERTY LINE.NOTE THAT A 3' SETBACK
 FROM THE PROPERTY LINE WOULD REQUIRE A
 3 HR WALL AS PER TABLE 600.IT MUST BE
 OVER 3' TO REQUIRE A 2 HR WALL AS
 INDICATED ON THE PLAN.REVISE ALL
 SHEETS NECESSARY TO REFLECT A DIMENSION
 OF GREATER THAN 3', OR CHANGE THE
 STRUCTURAL DETAILS TO COMPLY WITH
 TABLE 600.
  
 5.)REVISE THE BUILDING DATA, ITEM #3,
 LS1 TO CORRECTLY REFLECT THE FIRE
 RESISTANCE RATINGS.
  
 6.)PRODUCT APPROVALS NOT SUBMITTED
 BEFORE ISSUANCE OF THE PERMIT WILL
 REQUIRE SEPARATE PERMITS WITH SEPARATE
 FEES.
  
 7.)SEE PREVIOUS LIST REGARDING THE
 DOOR HARDWARE AND THE BLEACHERS.A
 TRANSMITTAL LETTER REFERS TO A
 SPECIFICATION SECTION AND BLEACHER
 SECTION.I WAS UNABLE TO FIND THESE ON
 THE PLAN.THE GYMNASIUM EQUIPMENT
 SPECIFICATIONS PROVIDED DO NOT SHOW
 COMPLIANCE WITH FBC1012 AND 1019.7
 (HARDWARE).PLEASE REVISE THE PLAN.
  
 8.)COMPLIANCE WITH TABLE 600 SHOULD
 BE INDICATED ON THE STRUCTURAL AND
 ARCHITECTURAL SHEETS AS WELL AS LS1.
  
 9.)LS1, PROVIDE THE DISTANCE TO THE
 PROPERTY LINE FOR THE 1 HR WALL.PLANS
 ARE TO BE TO SCALE, FBC104.2.1.
  
 10.) PLEASE NOTE THAT THE UL LISTING
 PROVIDED FOR THE 1 HR WALL (LS1) REFERS
 TO U905, WHICH IS 2 HR.DETAILS WHICH
 EXCEED CODE REQUIREMENTS ARE
 ACCEPTABLE; THIS NOTE IS ADVISORY ONLY.
  
 11.)HETAL16, 3-S5, FASTENING CONFLICTS
 WITH CATALOG.USE HIGH-WIND CATALOG
 WHICH INCLUDES UPDATED LOADS RELATED TO
 STRESS INCREASES FOR STEEL, AND CHECK
 ALL CONNECTORS.CALCULATIONS FOR THE
 ALTERNATE FASTENING MAY BE SUBMITTED IN
 LIEU OF CHANGING THE PLAN.
  
 12.)WHEN RESUBMITTING, PLEASE SUBMIT
 OLD SHEETS SEPARATELY FOR REFERENCE.


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