Plan Review Details - Permit 03042067
Plan Review Stops For Permit 03042067
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2003-06-12 Cont ID  
Sent By shernand Date 2003-06-16 Time 16:32 Rev Time 3.00
Received By rmcdouga Date 2003-06-12 Time 15:41 Sent To  
Notes
2003-06-12 00:00:00BUILDING PROVISO
  
 1) SUBMIT SOIL BORING TEST REPORT PRIOR
 TO POURING THE FOUNDATION.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-05-29 Cont ID  
Sent By btrobaug Date 2003-06-11 Time 15:29 Rev Time 4.00
Received By rmcdouga Date 2003-05-29 Time 11:27 Sent To  
Notes
2003-05-29 00:00:00BUILDING DENIED
  
 1) IMPACT FEES MUST BE PAID TO PALM
 BEACH COUNTY, PLANS STAMPED BY THEM AND
 COPY OF RECEIPT SUBMITTED TO CITY OF
 WEST PALM BEACH BUILDING DEPARTMENT,
 BEFORE A BUILDING PERMIT CAN BE ISSUED.
  
 2) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 3) SUBMIT A SOIL BORING TEST REPORT AS
 REQUIRED BY CITY AMEND. TO FBC 1804.2.2.
  
 4) REVISE PLAN NOTE #10 ON C1. THE FBC
 1604.1.4 REQUIRES PROTECTION OF GLAZED
 OPENINGS IN WIND BOURNE DEBRIS REGIONS,
 WHICH COVERS A MUCH LARGER AREA THAN THE
 HVHZ (BROWARD & DADE COUNTIES). SEE FBC
 FIGURE 1606.
  
 5) THE NOTE AT THE BOLLARD ON A1 REFERS
 TO DETAIL #54. THERE IS NO DETAIL #54 ON
 THE PLANS.
  
 6) INDICATE ON THE PLANS THAT THE FRAME
 WALLS ADJACENT TO THE GARAGE ARE TO BE
 INSULATED AND THE DOOR TO THE CONDITION-
 ED SPACE FROM THE GARAGE IS REQUIRED TO
 BE SOLID CORE OR INSULATED. SEE FBC
 CHAPTER 13.
  
 7) THE UPLIFT VALUES IN DETAIL 2 ON A5
 ARE INCORRECT. THE MAXIMUM NUMBER OF
 NAILS IS SEVEN IN EACH MEMBER FOR THE
 "USP" RT22T, WHICH HAS A MAXIMUM UPLIFT
 VALUE OF 1125#. ADDING MORE NAILS TO THE
 STRAP THAN THE MAXIMUM AMOUNT SPECIFIED
 IN THE CATALOG WILL NOT INCREASE THE
 UPLIFT VALUES DUE TO THE FAILURE OF THE
 CONNECTOR ITSELF. SEE 2003 "USP" CATALOG
  
 8) REVISE THE LOAD VALUES IN DETAIL 8 ON
 A5. THE LOAD VALUES FOR THE "USP" THD 28
 WITH (16) 10D X 1-1/2" & (28) 16D NAILS
 IN THE HEADER IS 3965# GRAVITY ROOF
 LOADING AND 2025# UPLIFT MAXIMUM WITH NO
 FURTHER INCREASE PERMITTED. SEE 2003 USP
 CATALOG.
  
 9) PLEASE CLARIFY THE TRUSS CONNECTIONS
 AT THE TOP OF THE (2) STEEL COLUMNS ON
 THE FRAMING PLAN ON A5. DETAIL 7 ON A5
 DOES NOT APPEAR TO MATCH THE CONDITION
 ON THE PLANS.
  
 10) REVISE THE TRUSS CONNECTOR SCHEDULE
 ON A6 TO LOAD VALUES THAT DO NOT INCLUDE
 A STRESS INCREASE ON THE STEEL
 CALCULATIONS. THE MAXIMUM UPLIFT FOR A
 SINGLE TA ANCHOR IS 1205#. SEE THE 2003
 USP CATALOG AND FBC 1609.4.
  
 11) DETAIL 9 ON A5 SHOWS A "SIMPSON"
 HUS CONNECTOR WITH ONE OF THE FLANGES AT
 AN ANGLE AND THE OTHER STRAIGHT. THIS
 CONFIGURATION IS NOT LISTED IN THE 2003
 CATALOG AND THE FIELD BENDING OF THE
 CONNECTORS IS NOT ALLOWED. PLEASE
 CLARIFY.
  
 12) THE BRACING PLAN ON A6 HAS TAGS THAT
 REFER TO DETAILS ON A6. THERE ARE NO
 DETAILS LISTED ON A6. PLEASE CORRECT.
  
 13) THE OWNER AND BUILDER LISTED ON THE
 ENERGY CALCULATION FORM DOES NOT MATCH
 THE INFORMATION LISTED ON THE PERMIT
 APPLICATION. PLEASE CORRECT.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-06-11 Cont ID  
Sent By btrobaug Date 2003-06-11 Time 15:29 Rev Time 0.50
Received By btrobaug Date 2003-06-11 Time 15:19 Sent To B
Notes
2003-06-11 00:00:00TO ROB M./WRT.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-05-14 Cont ID  
Sent By shernand Date 2003-05-07 Time 09:50 Rev Time 0.50
Received By btrobaug Date 2003-05-14 Time 06:43 Sent To P
Notes
2003-05-14 00:00:00 
 UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE MAKE THE FOLLOWING CHANGES ON
 THE PLAN FOR CODE COMPLIANCE AND
 RESUBMIT FOR REVIEW.
  
 1} THE #4 GEC IS NOT CORRECT FOR A 400
 AMP SERVICE. 1/0 PER 250-66.
  
 2} THERE IS NO PANEL SCHEDULE FOR PANEL
 "B".
  
 3} SHOW THE LOCATION FOR PANEL "B".
  
 4} THE LAUNDRY CIRCUIT MUST BE
 CALCULATED AT 1500 VA PER 220-16(B).
  
 5} PLEASE LIST THE REQ'D BATH(S)
 CIRCUIT(S). PER 210-11-C-3
 MUST BE 20A AND #12AWG.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-06-16 Cont ID  
Sent By shernand Date 2003-06-16 Time 16:32 Rev Time 0.00
Received By shernand Date 2003-06-16 Time 16:32 Sent To B
Notes
2003-06-16 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-06-11 Cont ID  
Sent By shernand Date 2003-06-11 Time 11:16 Rev Time 0.00
Received By shernand Date 2003-06-11 Time 11:16 Sent To B
Notes
2003-06-11 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-05-07 Cont ID  
Sent By shernand Date 2003-05-07 Time 09:50 Rev Time 0.00
Received By shernand Date 2003-05-07 Time 09:50 Sent To E
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-04-28 Cont ID  
Sent By sthyng Date 2003-04-28 Time 10:07 Rev Time 0.00
Received By sthyng Date 2003-04-28 Time 10:07 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-05-21 Cont ID  
Sent By kstevens Date 2003-05-17 Time 07:05 Rev Time 0.20
Received By pkrauss Date 2003-05-21 Time 08:39 Sent To B
Notes
2003-05-21 00:00:00MECH PERMIT 03042084
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-05-17 Cont ID  
Sent By btrobaug Date 2003-05-14 Time 06:52 Rev Time 0.25
Received By kstevens Date 2003-05-17 Time 07:04 Sent To M
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2003-05-07 Cont ID  
Sent By sthyng Date 2003-04-28 Time 10:07 Rev Time 0.00
Received By shernand Date 2003-05-07 Time 09:47 Sent To Z
Notes
2003-05-07 00:00:00PLEASE SEE PLAN FOR SHIRLEY GRAHAM'S
 APPROVAL.


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