Plan Review Details - Permit 00020362
Plan Review Stops For Permit 00020362
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2000-03-15 Cont ID  
Sent By dpalmer Date 2000-03-15 Time 11:33 Rev Time 0.00
Received By dpalmer Date 2000-03-15 Time 11:33 Sent To  
Notes
***NONE***

Review Stop E ELECTRICAL
Rev No 1 Status F Date 2000-03-08 Cont ID  
Sent By dpalmer Date 2000-03-08 Time 20:06 Rev Time 0.00
Received By dpalmer Date 2000-03-08 Time 20:06 Sent To  
Notes
2001-01-08 00:00:00************* UNSAT *******************
  
 NOTES ON PLANS TO CORRECT ENTIRE PANEL
 SCHEDULE FOR LOADS, WIRE SIZES ETC.
  
 SEE PLANS

Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2000-08-10 Cont ID  
Sent By cthirben Date 2000-08-10 Time 09:42 Rev Time 1.00
Received By cthirben Date 2000-08-10 Time 09:42 Sent To  
Notes
***NONE***

Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-02-26 Cont ID  
Sent By jleech Date 2000-02-26 Time 11:29 Rev Time 0.35
Received By jleech Date 2000-02-26 Time 11:29 Sent To  
Notes
***NONE***

Review Stop P PLUMBING
Rev No 1 Status P Date 2000-02-11 Cont ID  
Sent By tlarge Date 2000-02-11 Time 07:09 Rev Time 0.33
Received By tlarge Date 2000-02-11 Time 07:07 Sent To  
Notes
***NONE***

Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2000-04-17 Cont ID  
Sent By rmcdouga Date 2000-04-17 Time 16:02 Rev Time 3.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-01-08 00:00:00****************PROVISO*****************
 1)PROVIDE PRODUCT APPROVAL FOR STORM
 PANELS PRIOR TO INSTALLATION

Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2000-03-17 Cont ID  
Sent By jcaloger Date 2000-03-17 Time 12:34 Rev Time 1.50
Received By jcaloger Date   Time   Sent To  
Notes
2001-01-08 00:00:00DESIGN COMPLIANCE FORM SPECIFYS SBC 1997
 THE NOTES ON PLAN S-2.1 SPECIFYS ASCE 7-
 93. CLARIFY WHICH DESIGN CRITERIA WAS
 USED.NOTE THAT ASCE 7-93 IS INVALID
 EDITION & ASCE 7-95 IS THE VALID CRITERI
 ALSO NOTE THAT ASCE 7-95 CLASSIFYS OUR
 LOCATION IN A 145 MPH ZONE.
  
 THERE ARE NOTES ON THE PLAN THAT SPECIFY
 THAT RATIONAL ANALYSIS WAS USED IN THE
 DESIGN. CLARIFY HOW THE WIND PRESSURES
 WERE DETERMINED USING THIS METHOD.
  
  
 DESIGN PARAMETERS SPECIFYS REQUIRING
 A 2500 PSF SOIL BEARING PRESSURE AND ON
 PLAN S1 THE SOIL PRESSURE STATEMENT
 SPECIFYS A 2000 PSF. CLARIFY
  
  
 THE DESIGN COMPLIANCE FORM SPECIFYS A
 MEAN ROOF HEIGHT OF 15 FEET. I CALCULATE
 THE MEAN ROOF HT TO BE 16.6.CLARIFY
  
  
 PLAN S-2.1, ROOF TRUSS SUPERLOADS BOX
 SPECIFYS A BASIC WIND PRESSURE OF 26.3.
 THIS PRESSURE DOES NOT COINCIDE WITH THE
 PRESSURES IN TABLE 1606.2A SBC FOR A
 MEAN ROOF HT OF 15 FEET.
  
 PROVIDE THE CALCULATIONS FOR ATTACHING
 THE ROOF TILES AS PER THE PRODUCT APPROV
 SEE TABLE 2
  
 NEEDS ENERGY CALCULATIONS FORM 600

Review Stop Z ZONING
Rev No 1 Status P Date 2000-02-09 Cont ID  
Sent By gjoyce Date 2000-02-09 Time 11:13 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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