Plan Review Details - Permit 22120022
Plan Review Stops For Permit 22120022
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2023-03-17 Cont ID  
Sent By pvalenti Date 2023-03-17 Time 16:39 Rev Time 0.00
Received By pvalenti Date 2023-03-17 Time 16:28 Sent To  
Notes
***NONE***

Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2023-03-01 Cont ID  
Sent By eroseber Date 2023-03-01 Time 18:02 Rev Time 0.00
Received By eroseber Date 2023-03-01 Time 18:02 Sent To  
Notes
2023-03-01 18:03:36PREVIOUS COMMENT #3 STILL NOT ADDRESSED, AND FOLLOWS.
 PLEASE PROVIDE A FLASHING DETAIL, OR ADD A NOTE TO THE
 PLAN, DEMONSTRATING COMPLIANCE WITH FBC R 703.4 OR FBC
 B 1405.4.

Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2023-01-30 Cont ID  
Sent By eroseber Date 2023-01-30 Time 10:30 Rev Time 0.00
Received By eroseber Date 2023-01-30 Time 10:29 Sent To  
Notes
2023-01-30 10:36:291. GENERAL NOTE 9 IN ENGINEERING STATES THIS IS NOT
 SITE SPECIFIC. THIS PROJECT REQUIRES SITE SPECIFIC
 ENGINEERED DESIGN PRESSURES. FBC 107.1 2. SUBMITTED
 DESIGN PRESSURE FOR UNITS 3A, 3B, AND 3C REQUIRE
 -110.9. FBC/NOA SUBMISSION IS TESTED AT -110.0, AND
 DOES NOT COMPLY. FBC 107.2. 3. PLEASE PROVIDE A
 FLASHING DETAIL, OR ADD A NOTE TO THE PLAN,
 DEMONSTRATING COMPLIANCE WITH FBC R 703.4 OR FBC B
 1405.4.

Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2022-12-31 Cont ID  
Sent By eroseber Date 2022-12-31 Time 16:03 Rev Time 0.00
Received By eroseber Date 2022-12-31 Time 16:03 Sent To  
Notes
2022-12-31 16:13:041. THIS PROJECT REQUIRES SITE SPECIFIC ENGINEERED
 DESIGN PRESSURE REQUIREMENTS. THIS IS A REQUIREMENTS
 FOR ANY PROJECT OVER 60' MRH. THESE CALCULATIONS CANNOT
 BE REUSED FOR ANY OTHER PROJECT. I AM UNABLE TO
 COMPLETE THIS REVIEW WITHOUT PROPER DESIGN PRESSURE
 REQUIREMENTS. 2. PLEASE PROVIDE A FLASHING DETAIL, OR
 ADD A NOTE TO THE PLAN, DEMONSTRATING COMPLIANCE WITH
 FBC R 703.4 OR FBC B 1405.4.

Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2023-03-17 Cont ID  
Sent By pvalenti Date 2023-03-17 Time 16:51 Rev Time 0.00
Received By pvalenti Date 2023-03-07 Time 15:57 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 3 Status F Date 2023-03-01 Cont ID  
Sent By eroseber Date 2023-03-01 Time 18:04 Rev Time 0.00
Received By eroseber Date 2023-02-01 Time 11:18 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 2 Status F Date 2023-01-30 Cont ID  
Sent By eroseber Date 2023-01-30 Time 10:38 Rev Time 0.00
Received By eroseber Date 2023-01-03 Time 13:13 Sent To  
Notes
***NONE***

Review Stop I INCOMING/PROCESSING
Rev No 1 Status F Date 2022-12-31 Cont ID  
Sent By eroseber Date 2022-12-31 Time 16:14 Rev Time 0.00
Received By eroseber Date 2022-12-02 Time 07:56 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2023-03-17 Cont ID  
Sent By pvalenti Date 2023-03-17 Time 16:51 Rev Time 0.00
Received By pvalenti Date 2023-03-17 Time 16:28 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status P Date 2023-03-01 Cont ID  
Sent By eroseber Date 2023-03-01 Time 18:04 Rev Time 0.00
Received By eroseber Date 2023-03-01 Time 18:03 Sent To  
Notes
***NONE***

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2023-01-30 Cont ID  
Sent By eroseber Date 2023-01-30 Time 10:37 Rev Time 0.00
Received By eroseber Date 2023-01-30 Time 10:37 Sent To  
Notes
2023-01-30 10:37:561. GENERAL NOTE 9 IN ENGINEERING STATES THIS IS NOT
 SITE SPECIFIC. THIS PROJECT REQUIRES SITE SPECIFIC
 ENGINEERED DESIGN PRESSURES. FBC 107.1 2. SUBMITTED
 DESIGN PRESSURE FOR UNITS 3A, 3B, AND 3C REQUIRE
 -110.9. FBC/NOA SUBMISSION IS TESTED AT -110.0, AND
 DOES NOT COMPLY. FBC 107.2. 3. PLEASE PROVIDE A
 FLASHING DETAIL, OR ADD A NOTE TO THE PLAN,
 DEMONSTRATING COMPLIANCE WITH FBC R 703.4 OR FBC B
 1405.4.

Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2022-12-31 Cont ID  
Sent By eroseber Date 2022-12-31 Time 16:13 Rev Time 0.00
Received By eroseber Date 2022-12-31 Time 16:13 Sent To  
Notes
2022-12-31 16:13:511. THIS PROJECT REQUIRES SITE SPECIFIC ENGINEERED
 DESIGN PRESSURE REQUIREMENTS. THIS IS A REQUIREMENTS
 FOR ANY PROJECT OVER 60' MRH. THESE CALCULATIONS CANNOT
 BE REUSED FOR ANY OTHER PROJECT. I AM UNABLE TO
 COMPLETE THIS REVIEW WITHOUT PROPER DESIGN PRESSURE
 REQUIREMENTS. 2. PLEASE PROVIDE A FLASHING DETAIL, OR
 ADD A NOTE TO THE PLAN, DEMONSTRATING COMPLIANCE WITH
 FBC R 703.4 OR FBC B 1405.4.


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