Plan Review Details - Permit 03051304
Plan Review Stops For Permit 03051304
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-05-30 Cont ID  
Sent By pkrauss Date 2003-05-27 Time 09:54 Rev Time 0.00
Received By hpiskura Date 2003-05-30 Time 09:59 Sent To  
Notes
2003-05-30 00:00:00PLEASE PROVIDE A SITE PLAN OR CURRENT
 SURVEY SHOWING THE LOCATION OF THE
 BUILDING ON THE PROPERTY SO THAT
 COMPLIANCE WITH FBC T-600 MAY BE
 DETERMINED.
  
 BEFORE A PERMIT TO CONSTRUCT MAY BE
 ISSUED IMPACT FEES MUST BE PAID TO THE
 COUNTY THE PERMIT PLANS STAMPED BY THAT
 OFFICE AND A COPY OF THE PAID RECEIPT
 ATTACHED TO THE PERMIT APPLICATION.
 CALL 561-233-5025 FOR MORE INFORMATION.
  
 IF NOTICE OF ACCEPTANCE AND/OR TEST
 REPORTS FOR THE DOORS, WINDOWS AND ROOF
 COVERING ARE NOT INCLUDED WITH THIS
 PERMIT APPLICATION, SEPARATE PERMITS
 AND FEES WILL BE REQUIRED FOR THAT WORK.
  
 ENGINEER, PLEASE PROVIDE A COMPLETE
 INVESTIGATIVE ANALYSIS OF THE EXISTING
 STRUCTURE TO SUPPORT THE NEW LOADS TO
 BE IMPOSED UPON IT AS WELL AS ITS
 COMPLIANCE WITH CURRENT CODE
 REQUIREMENTS.SEE FBC 3401.4.
  
 THE ENGINEER'S ANALYSIS SHOULD
 DEMONSTRATE THE SUITABILITY OF THE
 EXISTING ROOF TRUSSES TO MEET THE NEW
 LIVE AND DEAD LOADS FOR THE FLOOR AND
 PORCH DECK IN FBC 1603 AND 1604.
  
 INDICATE HOW THE EXISTING DOORS AND
 WINDOWS WILL COMPLY WITH THE WIND LOADS
 AND MISSILE IMPACT REQUIREMENTS FOR
 GLAZING. FBC 1606 AND 1707.4
  
 SHEET 2 OF 2 INCORRECTLY CITES SSTD
 12-94, THE FBC INVOKES SSTD 12-99.
 PLEASE REVISE AND INSURE COMPLIANCE AS
 NECESSARY.
  
 SHOW A CONSTRUCTION AND CONNECTION
 DETAIL FOR THE PARAPET WALL.SEE FBC
 104.2.
  
 ENGINEER, INCLUDE A SPECIFIC
 INVESTIGATION OF THE EXISTING BEAM OVER
 THE GARAGE DOOR TO SAFELY ASSUME THE
 ADDED LOADING.
  
 ENGINEER, SHOW THE DIAPRAGM LOADS FOR
 THE FLOOR THAT WILL INCORPORATE THE
 STEEL DIETRICH FLOOR JOISTS AS SHOWN
 AND THE NEW ROOF.
  
 SHOW THE SHEAR WALL REACTION FOR THE
 FIRST FLOOR IN THE WALL WITH THE GARAGE
 DOOR AND THE SECOND FLOOR AT THE PORCH.
  
 SHEET 2 OF 2 SECTION TITLED PORCH DECK
 SECTION.WHERE IS THE CONTINUOUS LOAD
 PATH AT THE 4X4 POSTS?THE 2003 USP
 CATALOG DOES NOT PROVIDE LATERAL OR
 UPLIFT VALUES FOR THE DBC 44 ANCHOR
 CALLED OUT ON THE PLANS, NOR DOES IT
 RESIST MOMENT LOADS.
  
 SHEET 1 OF 2, SECTION "GARAGE APARTMENT
 FLOOR PLAN" SHOWS ADS2 HOLD DOWNS IN THE
 2X6 FRAME WALL AT THE PORCH.WHAT WILL
 THIS ACCOMPLISH WHEN CONSIDERED FROM
 THE DETAIL IN "PORCH DECK SECTION" ON 2
 OF 2?
  
 ENGINEER, SEE THE FL ADMINISTRATIVE
 CODECHAPTER 61G15-31 RESPONSIBILITY
 RULES OF PROFESSIONAL ENGINEERS
 CONCERNING THE DESIGN OF STRUCTURES AND
 61G15-30.005
 DELEGATED ENGINEERING RESPONSIBILITY FOR
 THE TRUSSES AND STAIRS.
  
 SHEET 2 OF 2 SHOWS 5' AND 5.5' AS "A"
 FOR THE WIND PRESSURE ZONE.PLEASE
 CLARIFY.
  
 ENGINEER, HOW IS THE INTERSECTION OF
 THE2X10 BEAMS AND THE CORNER COLUMNS
 ADDRESSED ON THE PORCH?
  
 SHEET 2 OF 2 "EXISTING SECTION" WHAT
 LATERAL LOAD RESISTANCE VALUE IS THERE
 AVAILABLE FROM THE RT 20 STRAP?
  
 THE ENERGY FORM IS FOR THE WRONG REGION,
 WEST PALM BEACH IS IN THE SOUTH
 CLIMATE ZONE #8.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-05-22 Cont ID  
Sent By shernand Date 2003-05-21 Time 15:52 Rev Time 0.75
Received By btrobaug Date 2003-05-22 Time 11:36 Sent To P
Notes
2003-05-22 00:00:00UNSAT
 ~~~~~
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} PLEASE INDICATE THE LOCATION OF THE
 DISCONNECT ON THE GARAGE PER 225-32 AND
 SHOW GROUNDING SYSTEM PER 250-32.
  
 2} PLEASE LIST THE REQ'D BATH(S)
 CIRCUIT(S). PER 210-11-C-3
 MUST BE 20A AND #12AWG.
  
 3} PLEASE LIST THE REQ,D ARC
 FAULT PROTECTED CIRCUITS ON PANEL
 SCHEDULE PER 210-12.
  
 4} THE FEEDERS LISTED ON THE PANEL
 SCHEDULE FOR THE GARAGE ARE #6 IN A
 1",AND ON THE RISER DIAGRAM SHOWN AS
 1/0 IN 1/2",PLEASE CORRELATE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-05-21 Cont ID  
Sent By shernand Date 2003-05-21 Time 15:51 Rev Time 0.00
Received By shernand Date 2003-05-21 Time 15:51 Sent To E
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-05-16 Cont ID  
Sent By shernand Date 2003-05-16 Time 11:30 Rev Time 0.00
Received By shernand Date 2003-05-16 Time 11:30 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2003-05-27 Cont ID  
Sent By kstevens Date 2003-05-30 Time 12:16 Rev Time 0.20
Received By pkrauss Date 2003-05-27 Time 09:52 Sent To B
Notes
2003-05-27 00:00:00NO MECHANICAL PLANS SUBMITTED FOR REVIEW
 PLAN SHEET 1, ELEC PANEL SCHEDULE
 INDICATES A/C WILL BE BY A WALL UNIT.
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-05-30 Cont ID  
Sent By btrobaug Date 2003-05-22 Time 12:07 Rev Time 0.25
Received By kstevens Date 2003-05-24 Time 10:16 Sent To M
Notes
2003-05-24 00:00:00NO PLUMBING PLANS SUBMITTED
Review Stop Z ZONING
Rev No 1 Status F Date 2003-05-21 Cont ID  
Sent By shernand Date 2003-05-16 Time 11:30 Rev Time 0.00
Received By sgraham Date   Time   Sent To  
Notes
2003-05-21 00:00:00DENIED, GAR-APT MORE THAT 750 SQ FT
 SENT TO BLDG FOR REVIEW WHILE OWNER
 APPLY FOTR A VARIANCE


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