Plan Review Details - Permit 02080925
Plan Review Stops For Permit 02080925
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2002-10-02 Cont ID  
Sent By jwitmer Date 2002-10-02 Time 13:14 Rev Time 1.00
Received By jwitmer Date   Time   Sent To  
Notes
2002-10-02 00:00:00 
 *** ISSUED MASTER***
  
 "STANDARDEL/ER"
  
 -PLAN REVIEW HISTORY-
  
 PERMIT# 02080925
 ADDRESS: "MASTER PLAN"
 LIBERTY BAY
  
 CONT: HOME DYNAMICS/ MIKE HANLEY
 TELL # (954)520-1698
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF
 PLANS.104.2.1.2 ADMINISTRATIVE CODE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2002-09-07 Cont ID  
Sent By btrobaug Date 2002-09-27 Time 12:46 Rev Time 1.25
Received By jwitmer Date   Time   Sent To  
Notes
2002-09-07 00:00:00 
 BUILDING PLAN REVIEW
 PERMIT: 02080925
 ADD:*****LIBERTY BAY*****
 ****MODEL"E"****
 CONT: HOME DYNAMICS CONSTRUCTION
 TEL: (954)275-8569
 FL BLD CODE= 2001 FLORIDA BUILDING CODE
  
 1) SHEET A-2, NOTE: MONOLITHIC CONCRETE
 FOUNDATION WITHOUT HOOKBAR DESIGN BY
 RATIONAL ANALYSIS, WHAT IS THE MINIMUM
 LENGHT DOWEL ALLOWABLE, EMBEDDMENT DEPTH
  
 2) SHEAR WALLS WHERE THE STRUCTURE
 DEPENDS ON MASONARY WALLS FOR LATERAL
 STABILITY, SHEAR WALLS SHALL BE PROVIDED
 INDICATE COMPLIANCE, TRANSITION FROM
 2ND STORY FRAME WALLS, WIND 90 DEGREES
 TO THE FRONT OF THE STRUCTURE, FRONT
 ENTRY AREA? INDICATE HOW FLOOR ACTS AS
 A DIAPHRAM, TO TIE IN 1ST TO 2ND FLOOR
 FRAMING? TABLE 2310.2B
  
 3) SHEET A-3 INDICATES 130 MPH, WE ARE
 LOCATED IN A 140 MPH WIND ZONE. ALSO
 DESIGN LOADS, WIND LOADS AS PER CHAP 16
 NOT 6, AND ASCE 7-98.
  
 4) SHEET A-4 MEAN ROOF HEIGHT < 25'
 ROOF SHEATHING NAILING REQUIREMENTS
 ZONES 1 & 28D COMMONS
 6" EDGES & 6" INTERMEDIATES
 ZONE 38D COMMONS
 4"EDGES & 6" INTERMEDIATES
  
 5) PROVIDE KEY PLAN FOR INSTALLATION
 SCHEDULE/ STORM SHUTTERS
  
 6)1007.8.1 WINDERS SHALL HAVE A
 MINIMUM TREAD DEPTH OF 6" AT THE NARROW-
 EST EDGE & SHALL HAVE A MINIMUM TREAD
 DEPTH OF 11" AT A POINT 12" FROM THE
 NARROW EDGE. WINDERS SHALL BE PERMITTED
 TO BE USED AS A COMPONENT IN MEANS OF
 EGRESS WITHIN A DWELLING UNIT.
  
 JIM WITMER
 PLAN REVIEW
 (561)659-8096 X 8412
Review Stop E ELECTRICAL
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By btrobaug Date 2002-11-01 Time 06:33 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2002-09-27 Cont ID  
Sent By btrobaug Date 2002-09-27 Time 12:46 Rev Time 0.50
Received By btrobaug Date 2002-09-27 Time 12:46 Sent To B
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2002-08-29 Cont ID  
Sent By dpalmer Date 2002-08-29 Time 09:42 Rev Time 0.50
Received By dpalmer Date 2002-08-29 Time 09:42 Sent To B
Notes
2002-08-29 00:00:00********** UNSAT ************
  
 PLEASE NOTE, PLANS DO NOT CORRELATE.
 TWO SEPARATE ELECTRICAL RISER DIAGRAMS
 WERE SUBMITTED FOR REVIEW.
  
 PLEASE NOTE THAT NO MORETHAN 8' OF
 UNPROTECTED CONDUCTORS INSIDE THE BLDG
 PER LOCAL AMENDMENTS 230-70A
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-10-30 Cont ID  
Sent By lsmith Date 2003-10-30 Time 12:06 Rev Time 0.00
Received By lsmith Date 2003-10-30 Time 12:06 Sent To M
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-12-05 Cont ID  
Sent By lsmith Date 2003-10-30 Time 12:06 Rev Time 0.33
Received By pkrauss Date 2003-12-05 Time 11:09 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2002-08-24 Cont ID  
Sent By hmoser Date 2002-08-24 Time 09:57 Rev Time 0.50
Received By hmoser Date 2002-08-24 Time 09:57 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status P Date 2002-08-20 Cont ID  
Sent By jleech Date 2002-08-20 Time 20:13 Rev Time 0.50
Received By jleech Date 2002-08-20 Time 20:13 Sent To  
Notes
***NONE***


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