Plan Review Details - Permit 00030212
Plan Review Stops For Permit 00030212
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2000-04-03 Cont ID  
Sent By dpalmer Date 2000-04-03 Time 20:28 Rev Time 0.00
Received By dpalmer Date 2000-04-03 Time 20:28 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2000-03-24 Cont ID  
Sent By cthirben Date 2000-03-24 Time 16:05 Rev Time 0.00
Received By cthirben Date 2000-04-12 Time 10:42 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2000-03-14 Cont ID  
Sent By cthirben Date 2000-03-14 Time 12:03 Rev Time 1.00
Received By cthirben Date 2000-03-14 Time 12:00 Sent To  
Notes
2001-01-08 00:00:00****************PROVISO*****************
 AIR HANDLER UNIT # 2 IS IS NOT ADUEQUATE
 TO SUPPLY AREA. LARGER UNIT NEEDED.
Review Stop P PLUMBING
Rev No 2 Status P Date 2000-06-01 Cont ID  
Sent By tlarge Date 2000-06-01 Time 06:31 Rev Time 0.25
Received By tlarge Date 2000-06-01 Time 06:31 Sent To  
Notes
2001-01-08 00:00:00REVISED SANITARY RISER.
Review Stop P PLUMBING
Rev No 1 Status P Date 2000-03-09 Cont ID  
Sent By tlarge Date 2000-03-09 Time 06:20 Rev Time 0.00
Received By tlarge Date 2000-03-09 Time 07:06 Sent To  
Notes
***NONE***
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 15:01 Rev Time 2.00
Received By jgomez Date 2000-06-15 Time 15:01 Sent To  
Notes
2001-01-08 00:00:00CHECKLIST:
 1-TRUSS DRAWINGS:
  
 -CLARIFY WHY THERE ARE SOME DETAILS AND
 LETTERS SEALED BY DIFFERENT ENGINEERS.
 WHO'S THE ONE RESPONSIBLE FOR THE
 DOCUMENT.
 -WHY IS LETTER FROM SIMPSOM STRONG TIE
 SEALED BY ANOTHER ENGINEER.
 -UPDATE ALL GENERAL DETAILS AND LETTERS
 USING SBC 1997 OR ASCE 7-95.
 SIGNATURE AND DATE SHALL BE THE ONE
 WHEN DOCUMENT IS SEALED.
 2-REVISE CONNECTORS FOR TRUSS FGT1 TO
 RESIST THE LOADS CALCULATED BY THE
 ENGINEER.
 3-LETTER FROM ROYAL PALM ALUMINUM
 MANAGER OF ENGINEERING REFERING TO THE
 ARCHITECTURAL WINDOWS TO BE SIGNED,
 SEALED AND DATED.
  
  
 NOTE: PLEASE SEE OTHER COMMENTS ON
 PROVISO DATED 4-10-00.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status P Date 2000-04-10 Cont ID  
Sent By jgomez Date 2000-04-10 Time 16:24 Rev Time 2.50
Received By jgomez Date 2000-04-10 Time 16:24 Sent To  
Notes
2001-01-08 00:00:00APPROVED WITH PROVISO:
 1-PROVIDE PROFESSIONAL SURVEY SHOWING
 BUILDING LAYOUT. SIGNED, SEALED AND
 DATED.
 2-PROVIDE COMPLETE INSTALLATION DETAIL
 OF WINDOWS AT BREAKFAST AREA THAT ARE
 ATTACHED TO STEEL COLUMN.
 3-FOOTING F2:
 -PROVIDE DETAIL SHOWING THE WIDTH AND
 DEPTH DIMENSIONS.
 NOTE: 16" MIN. DEPTH AS PER SECTION
 1804.1.3 SBC 1997 AND MINIMUM WIDTH OF
 16" AS PER SOIL TEST REPORT.
 4-REVISE DESIGN CERTIFICATION FOR BLDG
 CODE COMPLIANCE FORM:
 -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.
 -CLARIFY WHY IS THERE ANOTHER ENGINEER
 SEALING THIS FORM BUT HE IS NOT
 SEALING THE STRUCTURAL PLANS.
 5-SEE COMMENTS ON PLANS AND REVISE AND
 UPDATE ALL PLANS AS REQUIRED.
 NOTE: ARCHITECT NEEDS TO DATE ALL
 DRAWINGS AT TIME OF STAMPING HIS SEAL.
 6-PROVIDE PRODUCT APPROVAL FOR OVAL AND
 ARCHED WINDOWS, SLIDING GLASS DOORS
 WITH TRANSOM ABOVE COMPLETE ASSEMBLY.
 NOTE: PRODUCT APPROVAL FOR RECTANGULAR
 WINDOWS DOESN'T INCLUDE ROUND, OVAL OR
 ARCHED WINDOWS.
 7-PROVIDE THE DESIGN PRESSURES AT ALL
 EXTERIOR OPENINGS. SEC. 1606 SBC 1997.
 8-SPECIFY CEILING CONSTRUCTION AT FRONT
 AND REAR PORCHES. SPECIFY FASTENERS
 AND SPACING.SEC. 2504.2 SBC 1997.
 9-TRUSS ANCHOR SCHEDULE IS NOT LEGIBLE.
 10-ROOF TRUSSES:
 -REVISE MEAN ROOF HEIGHT.18'-6".
 -THERE ARE SOME ROOF TRUSSES DESIGNED
 AT 16'-0" AND SOME AT 23'-0". THERE
 IS ONLY ONE MEAN ROOF HEIGHT FOR
 ENTIRE BUILDING. TABLE 1606.2A SBC/97.
 11-STORM PANELS:
 -HIGHLIGHT SPECIFIC MOUNTING CONDITIONS
 AND ANCHOR SPACING TO BE USED.
Review Stop Z ZONING
Rev No 1 Status P Date 2000-03-06 Cont ID  
Sent By gjoyce Date 2000-03-06 Time 15:24 Rev Time 0.15
Received By gjoyce Date   Time   Sent To  
Notes
***NONE***


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