Plan Review Details - Permit 00031494
Plan Review Stops For Permit 00031494
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2000-04-20 Cont ID  
Sent By dpalmer Date 2000-04-20 Time 20:31 Rev Time 0.00
Received By dpalmer Date 2000-04-20 Time 20:30 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2000-04-12 Cont ID  
Sent By cthirben Date 2000-04-12 Time 07:54 Rev Time 1.00
Received By cthirben Date 2000-04-12 Time 07:53 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 07:10 Rev Time 0.33
Received By tlarge Date 2000-04-18 Time 07:10 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 3 Status P Date 2000-08-02 Cont ID  
Sent By jgomez Date 2000-08-02 Time 17:48 Rev Time 0.50
Received By jgomez Date 2000-08-03 Time 10:31 Sent To  
Notes
2001-01-08 00:00:00ENTRY DOORS PRODUCT APPROVAL:
 1-ENTRY DOORS PRODUCT APPROVAL CALLS FOR
 OUTSWING DOORS, WHILE ARCHITECTURAL
 DRAWINGS CALL FOR INSWING DOORS.
 REVISE AS REQUIRED.
 2-ENTRY DOORS PRODUCT APPROVAL REQUIRES
 A 2X BUCK. PROVIDE A 2X STRUCTURAL
 BUCK DETAIL.
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status F Date 2000-06-15 Cont ID  
Sent By jgomez Date 2000-06-15 Time 10:22 Rev Time 0.50
Received By jgomez Date 2000-06-15 Time 10:22 Sent To  
Notes
2001-01-08 00:00:00CHECKLIST:
 1-TRUSS DRAWINGS:
 -UPDATE ALL GENERAL DETAILS AS PER SBC
 1997 OR ASCE 7-95.
 -WHY COPIES OF DETAILS AND LETTERS ARE
 SIGNED AND SEALED BY DIFFERENT
 ENGINEERS. DATE OF DOCUMENT SHALL BE
 THE DATE IT IS SEALED AND SIGNED.
 ALSO, SEE WHO SEALED LETTER FROM
 SIMPSOM STRONG TIE.
 2-PROVIDE ITEMS REQUESTED ON PROVISO
 DATED 5-19-00.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2000-05-19 Cont ID  
Sent By jgomez Date 2000-05-19 Time 18:37 Rev Time 2.00
Received By jgomez Date 2000-05-19 Time 18:37 Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISO:
 1-SOIL TEST REPORT CALLS FOR 18" MIN.
 WIDTH OF FOOTING. REVISE AS RQUIRED.
 2-PROVIDE PRODUCT APPROVAL FOR ENTRY
 "INSWING" DOORS, EXTERIOR FRENCH DOOR
 AT MASTER SUITE.
 3-REVISE/UPDATE PLANS. SEE COMMENTS ON
 PLANS.
 4-PROVIDE ATTIC ACCESS AT MAIN ROOF.
 SECTION 2309.6 SBC 1997.
 5-ENGINEERED ROOF TRUSSES:
 -MEAN ROOF HEIGHT IS 18'-6" PLUS OR
 MINUS. MEAN ROOF HEIGHT IS TAKEN FROM
 GRADE, NOT FROM FINISH FLOOR, TO THE
 AVERAGE POINT OF HIGHEST ROOF.
 -UPDATE ALL GENERAL DETAILS USING SBC
 1997 OR ASCE 7-95. SIGNED, SEALED AND
 DATED BY ENGINEER WHO PREPARED THEM.
 6-SPECIFY CEILING CONSTRUCTION AT FRONT
 AND REAR PORCHES. INCLUDE FASTENERS
 TYPE AND SPACING. SEC 2504 SBC 1997.
 7-ENGINEER WHO SIGNED AND SEALED DESIGN
 CERTIFICATION FOR BUILDING CODE
 COMPLIANCE FORM TO SIGN AND SEAL ALL
 STRUCTURAL DRAWINGS AS WELL.
 8-STORM PANELS:
 -PROVIDE A COMPLETE INSTALLATION SCHED,
 AS PER CITY SAMPLE, AND KEY PLAN.
 CLEARLY SPECIFY MOUNTING METHOD AND
 ANCHOR AND SPACING TO BE USED
 ACCORDING TO THE DESIGN PRESSURES,
 PANEL SPAN, EDGE DISTANCE AND BUILDING
 CONSTRUCTION TYPE.
 NOTE: USING CONCRETE VALUES FOR STORM
 PANELS ATTACHED TO CONCRETE BLOCK
 COLUMNS WITH FILLED CELLS ARE NOT
 ACCEPTABLE.
Review Stop Z ZONING
Rev No 2 Status P Date 2000-04-03 Cont ID  
Sent By nleiva Date 2000-04-03 Time 10:10 Rev Time 0.25
Received By nleiva Date   Time   Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2000-03-28 Cont ID  
Sent By gjoyce Date 2000-03-28 Time 15:18 Rev Time 0.25
Received By gjoyce Date   Time   Sent To  
Notes
2001-01-08 00:00:00DOES NOT MEET 20 FOOT FRONT SETBACK FOR
 THE OPTIONAL CART STORAGE STRUCTURE


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