Plan Review Details - Permit 00040064
Plan Review Stops For Permit 00040064
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2000-05-02 Cont ID  
Sent By dpalmer Date 2000-05-02 Time 21:13 Rev Time 0.00
Received By dpalmer Date 2000-05-02 Time 21:13 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-04-15 Cont ID  
Sent By cthirben Date 2000-04-15 Time 10:53 Rev Time 1.00
Received By cthirben Date 2000-04-15 Time 10:53 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2000-04-18 Cont ID  
Sent By tlarge Date 2000-04-18 Time 20:48 Rev Time 0.33
Received By tlarge Date 2000-04-18 Time 20:45 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2000-06-19 Cont ID  
Sent By jgomez Date 2000-06-19 Time 15:19 Rev Time 0.50
Received By jgomez Date 2000-06-19 Time 15:18 Sent To  
Notes
2001-01-08 00:00:00CHECKLIST:
 1-TRUSS DRAWINGS:
 -UPDATE ALL GENERAL DETAILS ACCORDING
 TO SBC 1997 OR ASCE 7-95.
 -CLARIFY WHY THERE ARE SOME LETTERS AND
 DETAILS SEALED BY DIFFERENT ENGINEERS.
 DATE OF DOCUMENT TO BE THE DATE WHEN
 IT'S SEALED BY THE ENGINEER.
 -WHY IS THE LETTER FROM SIMPSON STRONG
 TIE SEALED BY ANOTHER ENGINEER.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2000-05-05 Cont ID  
Sent By jgomez Date 2000-05-05 Time 16:30 Rev Time 2.00
Received By jgomez Date 2000-05-05 Time 16:30 Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISO:
 1-PROVIDE PRODUCT APPROVAL FOR ENTRY
 DOORS, FRENCH DOOR AT MASTER SUITE.
 -DRAWINGS IN PRODUCT APPROVAL FOR
 FRENCH DOOR AT MASTER SUITE ARE NOT
 LEGIBLE.
 2-STORM PANELS:
 PROVIDE A COMPLETE INSTALLATION SCHED.
 AS PER CITY SAMPLE ATTACHED.
 -PANELS #13 AND #14 EXCEED THE MAXIMUM
 SPAN OF 12'-4".
 -SHEET 4 OF 5: CLEARLY INDICATE ANCHORS
 AND SPACING TO BE USED ACCORDING TO
 THE STRUCTURE TYPE, CONNECTION TYPE
 AND DESIGN PRESSURES.
 -SHEET 3 OF 5: DESIGN PRESSURE ARE
 MARKED INCORRECTLY. SEE ARCHITECT'S
 PLANS FOR CALCULATED DESIGN PRESSURES.
 3-CLARIFY WHO IS THE STRUCTURAL ENGINEER
 OF RECORD. THE DESIGN CERTIFICATION
 FOR BUILDING CODE COMPLIANCE FORM
 IS SIGNED BY AN ENGINEER, BUT THIS
 ENGINEER DIDN'T SIGN, SEAL AND DATE
 THE STRUCTURAL DRAWINGS.
 4-THE MEAN ROOF HEIGHT SPECIFIED IN THE
 ENGINEERED ROOF TRUSSES IS NOT THE
 SAME AS THE ONE SPECIFIED IN THE
 DESIGN CERTIFICATION FOR BUILDING CODE
 COMPLIANCE FORM. REVISE AS REQUIRED.
 NOTE: MEAN ROOF HEIGHT IS TAKEN FROM
 GRADE, NOT FROM FINISH FLOOR, TO THE
 AVERAGE POINT OF THE HIGHEST ROOF.
Review Stop Z ZONING
Rev No 1 Status P Date 2000-04-05 Cont ID  
Sent By gjoyce Date 2000-04-05 Time 08:24 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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