Plan Review Details - Permit 01100847
Plan Review Stops For Permit 01100847
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2001-10-24 Cont ID  
Sent By dpalmer Date 2001-10-24 Time 18:29 Rev Time 0.00
Received By dpalmer Date 2001-10-24 Time 18:29 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2002-04-04 Cont ID  
Sent By pkrauss Date 2002-04-04 Time 13:34 Rev Time 0.30
Received By pkrauss Date 2002-04-04 Time 13:34 Sent To  
Notes
2002-04-04 00:00:00MECHANICAL REVISION PERMIT 01100869
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2001-12-27 Cont ID  
Sent By hmoser Date 2001-12-27 Time 17:44 Rev Time 0.33
Received By hmoser Date 2001-12-27 Time 17:44 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2001-10-20 Cont ID  
Sent By hmoser Date 2001-10-20 Time 10:41 Rev Time 0.33
Received By hmoser Date 2001-10-20 Time 10:40 Sent To  
Notes
2001-10-20 00:00:00PLAN DENIED
 NO ENERGY CALCS OR MANUAL J
 PLAN REVIEW BY HAROLD MOSER
 [561]659-8096 EXT. 8390 10/20/01
Review Stop P PLUMBING
Rev No 2 Status P Date 2002-04-22 Cont ID  
Sent By kstevens Date 2002-04-22 Time 18:22 Rev Time 0.00
Received By kstevens Date 2002-04-22 Time 18:22 Sent To  
Notes
2002-04-22 00:00:00REVISION OK - SANT. RISER DIAGRAM
Review Stop P PLUMBING
Rev No 1 Status P Date 2001-10-22 Cont ID  
Sent By kstevens Date 2001-10-22 Time 18:57 Rev Time 0.33
Received By kstevens Date 2001-10-22 Time 18:57 Sent To  
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2002-01-04 Cont ID  
Sent By rmcdouga Date 2002-01-04 Time 12:50 Rev Time 2.00
Received By rmcdouga Date   Time   Sent To  
Notes
2002-01-04 00:00:00************BUILDING PROVISO************
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - STRUCTURAL HORIZONTAL MULLIONS
  
 3) PROVIDE PRODUCT APPROVALS, KEY PLAN
 AND INSTALLATION SCHEDULE FOR STORM
 PANELS UNDER A SEPARATE PERMIT.
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2001-11-19 Cont ID  
Sent By rmcdouga Date 2001-11-19 Time 18:00 Rev Time 5.00
Received By rmcdouga Date   Time   Sent To  
Notes
2001-11-19 00:00:00*************BUILDING UNSAT*************
  
 1)A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) THE IMPORTANCE FACTOR ON SHEET C-1 IS
 INCORRECTLY GIVEN AS 1.05, IT SHOULD BE
 1.0.
  
 3) THE ATTIC ACCESS SIZE LISTED IN NOTE7
 ON SHEET A-2 IS INCORRECT THE MINIMUM
 SIZE IS 22X36 INCHES. 97 SBC 2309.6
  
 4) THE PLANS INDICATE R-30 CEILING
 INSULATION ON A-5 AND THE ENERGY CALS.
 LIST CEILING INSULATION AS R-19. PLEASE
 CLARIFY.
  
 5) SECTIONS A AND B ON A-5 SHOW AN 18"
 DEEP FOOTING (6" ABOVE GRADE AND 12" TO
 BOTTOM OF FOOTING) AND THE FOOTING
 SCHEDULE ON SHEET S-1 GIVES FOOTING
 DEPTH OF 16". PLEASE CLARIFY.
  
 6) THE MEAN ROOF HEIGHT IS SHOWN AS
 + 17'-8" ON A-3 AND IS LISTED AS 15'-0"
 ON S-2. PLEASE CORRECT.
  
 7) FOUNDATION NOTES ON C-1 STATES FOOT-
 ING DESIGN BASED ON SOIL BEARING
 CAPACITY OF 2500 PSF AND SOIL STATEMENT
 ON S-1 STATES FOUNDATION DESIGNED FOR AN
 ALLOWABLE SOIL BEARING PRESSURE OF
 2000 PSF. PLEASE CLARIFY.
  
 8) CITY OF WPB AMENDMENTS TO 97 SBC
 REQUIRE SPECIAL NAILING ZONES FOR ROOF
 SHEATHING AND DESIGNATE THEM BY ZONES 1,
 2 AND 3 AS INDICATED ON A DIAGRAM. ON
 S-2 THE ZONES GIVEN (RI AND SI) ON THE
 ROOF SHEATHING ARE NOT CORRECT.
  
 9) NO CONNECTOR IS INDICATED FOR ONE END
 OF THE GIRDER TRUSS AT THE GARAGE ON
 S-2.
  
 10) HUGHES AND SEMCO HAVE BEEN PURCHASED
 BY USP. THE UPLIFT AND LOAD VALUES OF
 SOME OF THE CONNECTORS HAVE CHANGED AND
 OTHERS WILL NO LONGER BE AVAILABLE.
 PLEASE REVISE THE ANCHOR SCHEDULE TO
 REFLECT THESE CHANGES.
 USC3F= 6170#, TAPR 216= 1290# (FOR
 INSTALLATIONS CLOSER THAN 8" ON CENTER
 CONSULT USP TECHNICAL ASSISTANCE FOR
 REDUCED LOAD VALUES), RTP18818 IS NO
 LONGER AVAILABLE UNDER THIS PRODUCT CODE
  
 11) THE BEAM SCHEDULE ON S-2 INDICATES
 NO #3 TIES ARE REQUIRED FOR L-3 AND
 SECTION 12 ON S-3 CALLS FOR #3 TIES AT
 16". PLEASE CLARIFY.
  
 12) THERE ARE NO POSITIVE AND PRESSURES
 INDICATED FOR THE FRONT DOORS ON A-3.
  
 13) IF THE DOUBLE FRONT DOORS ARE GLAZED
 AS INDICATED BY THE PRODUCT APPROVALS,
 STORM PANELS OR IMPACT GLASS WILL BE
 REQUIRED.
  
 14) PROVIDE PRODUCT APPROVALS FOR
 STRUCTURAL MULLIONS TO CONNECT THE
 SLIDING GLASS DOORS WITH FIXED GLASS
 WINDOWS ABOVE AND FRENCH DOOR WITH F.G.
 WINDOW ABOVE.
  
 15) PROVIDE PRODUCT APPROVAL FOR FRENCH
 DOOR.
  
 16) PROVIDE KEY PLAN, INSTALLATION
 SCHEDULE, INDICATE ANCHOR TYPE AND
 INSTALLATION METHOD THAT WILL BE USED.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop Z ZONING
Rev No 1 Status P Date 2001-10-19 Cont ID  
Sent By sgraham Date 2001-10-19 Time 13:48 Rev Time 0.25
Received By sgraham Date   Time   Sent To  
Notes
***NONE***


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