Plan Review Details - Permit 03042066
Plan Review Stops For Permit 03042066
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status P Date 2003-06-11 Cont ID  
Sent By shernand Date 2003-06-12 Time 15:52 Rev Time 3.00
Received By rmcdouga Date 2003-06-11 Time 11:28 Sent To  
Notes
2003-06-11 00:00:00BUILDING PROVISO
  
 1) SUBMIT A SOIL BORING TEST REPORT
 PRIOR TO POURING FOUNDATION.
  
 2) THE CAULK-IN ANCHORS FOR THE STORM
 PANELS ARE REQUIRED TO BE EMBEDDED INTO
 MIN. 2500 PSI CONCRETE OR GROUT OF
 FILLED BLOCK.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-05-27 Cont ID  
Sent By btrobaug Date 2003-06-05 Time 14:51 Rev Time 4.00
Received By rmcdouga Date 2003-05-27 Time 10:14 Sent To  
Notes
2003-05-27 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) THE NOTE AT THE BOLLARD ON A1 REFERS
 TO DETAIL #54. THERE IS NO DETAIL #54.
  
 5) INDICATE ON THE PLANS THAT THE FRAME
 WALLS ADJACENT TO THE GARAGE ARE
 REQUIRED TO BE INSULATED AND THE DOOR TO
 THE CONDITIONED SPACE FROM THE GARAGE IS
 REQUIRED TO BE SOLID CORE OR INSULATED.
 SEE FBC CHAPTER 13.
  
 6) 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
 WILL NOT INCREASE THE UPLIFT VALUES DUE
 TO THE FAILURE OF THE CONNECTOR ITSELF.
 SEE 2003 "USP" CATALOG.
  
 7) REVISE LOAD VALUES IN DETAIL 8 ON A5.
 THE LOAD VALUES FOR THE "USP" THD 28
 WITH (16) 10D X 1-1/2" AND (28) 16D IN
 HEADER IS 3965# GRAVITY ROOF LOADING AND
 2025# UPLIFT MAXIMUM WITH NO FUTHER
 INCREASE PERMITTED. SEE 2003 USP CATALOG
 PAGE 174.
  
 8) 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 PLAN.
  
 9) 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.
  
 10) DETAIL 9 ON A5 SHOWS A "SIMPSON"
 HUS CONNECTOR WITH ONE OF THE FLANGES
 ANGLED AND THE OTHER ONE STRAIGHT. THIS
 CONFIGURATION IS NOT LISTED IN THE 2003
 SIMPSON CATALOG AND FIELD BENDING OF THE
 CONNECTORS IS NOT ALLOWED. PLEASE
 CLARIFY.
  
 11) THE BRACING PLAN ON A6 REFERS TO
 DETAILS ON A6. THERE ARE NO DETAILS ON
 A6. PLEASE CORRECT.
  
 12) SUBMIT PRODUCT APPROVALS FOR THE
 DOUBLE OUTSWING GLAZED DOOR.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-06-05 Cont ID  
Sent By btrobaug Date 2003-06-05 Time 14:51 Rev Time 0.50
Received By btrobaug Date 2003-06-05 Time 14:22 Sent To B
Notes
2003-06-05 00:00:00TO ROB M./WRT.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-05-12 Cont ID  
Sent By shernand Date 2003-06-03 Time 16:29 Rev Time 0.50
Received By btrobaug Date 2003-05-12 Time 06:24 Sent To P
Notes
2003-05-12 00:00:00UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 TO THE PLANS FOR CODE COMPLIANCE AND
 RESUBMIT FOR REVIEW.
  
 1} THE #4 GEC IS INCORRECT FOR A 400 AMP
 SERVICE.#1/0 PER 250-66.
  
 2} THERE IS NO PANEL SCHEDULE FOR SUB
 PANEL "B".
  
 3} SHOW THE LOCATION OF SUB PANEL "B" ON
 THE PLANS.
  
 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 2003-06-12 Cont ID  
Sent By shernand Date 2003-06-12 Time 15:52 Rev Time 0.00
Received By shernand Date 2003-06-12 Time 15:52 Sent To B
Notes
2003-06-12 00:00:00RM DESK
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-06-03 Cont ID  
Sent By shernand Date 2003-06-03 Time 16:29 Rev Time 0.00
Received By shernand Date 2003-06-03 Time 16:29 Sent To E
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-05-07 Cont ID  
Sent By shernand Date 2003-05-07 Time 09:51 Rev Time 0.00
Received By shernand Date 2003-05-07 Time 09:51 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 09:58 Rev Time 0.00
Received By sthyng Date 2003-04-28 Time 09:58 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 07:20 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 03042090
Review Stop P PLUMBING
Rev No 1 Status P Date 2003-05-17 Cont ID  
Sent By btrobaug Date 2003-05-12 Time 06:39 Rev Time 0.25
Received By kstevens Date 2003-05-17 Time 07:20 Sent To M
Notes
***NONE***
Review Stop R ROOF PLAN REVIEW
Rev No 2 Status P Date 2003-06-13 Cont ID  
Sent By lmartine Date 2003-06-13 Time 15:16 Rev Time 1.00
Received By lmartine Date   Time   Sent To  
Notes
2003-06-13 00:00:00SEE BUILDING APPROVAL PER ROBERT 6/11/03
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status F Date 2003-06-11 Cont ID  
Sent By rmcdouga Date 2003-06-11 Time 12:45 Rev Time 0.00
Received By rmcdouga Date   Time   Sent To  
Notes
2003-06-11 00:00:00PERMIT CAN NOT BE ISSUED UNTIL
 ADDITIONAL (UPVALUE) FEES ARE PAID AND
 COUNTY IMPACT FEES ARE PAID.
Review Stop Z ZONING
Rev No 1 Status P Date 2003-05-07 Cont ID  
Sent By sthyng Date 2003-04-28 Time 09:58 Rev Time 0.00
Received By shernand Date 2003-05-07 Time 09:51 Sent To Z
Notes
2003-05-07 00:00:00PLEASE SEE STAMPED PLANS APPROVED BY
 SHIRLEY GRAHAM.


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