Plan Review Details - Permit 03030690
Plan Review Stops For Permit 03030690
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2004-04-01 Cont ID  
Sent By rmcdouga Date 2004-03-31 Time 15:52 Rev Time 2.00
Received By rmcdouga Date 2004-03-31 Time 15:52 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2004-01-27 Cont ID  
Sent By kstevens Date 2004-03-31 Time 11:33 Rev Time 2.00
Received By rmcdouga Date 2004-01-27 Time 08:42 Sent To  
Notes
2004-01-27 00:00:00DENIED
  
 1) A RECORDED COPY OF THE NOTICE OF
 COMMENCEMENT MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) IN ADDITION TO THE PRODUCT APPROVAL
 FOR THE STORM PANELS, A KEY PLAN AND
 INSTALLATION SCHEDULE IS REQUIRED AT THE
 TIME THE PERMIT IS ISSUED. A SEPARATE
 PERMIT AND FEE WILL BE REQUIRED IF ALL
 INFORMATION IS NOT SUBMITTED WHEN THE
 PERMIT FOR THE STRUCTURE IS ISSUED.
 INDICATE THE TYPE OF MOUNT AND ANCHORS
 THAT WILL BE USED BY CIRCLING OR HIGH-
 LIGHTING THE APPROPRIATE ITEMS ON THE
 PRODUCT APPROVAL.
  
 3) HAVE THE NEW SIGNED AND SEALED PLANS
 STAMPED BY THE COUNTY FOR IMPACT FEES.
  
 4) CORRECT ITEMS FROM PLUMBING AND
 ELECTRICAL REVIEWS.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-12-05 Cont ID  
Sent By kstevens Date 2004-01-24 Time 08:40 Rev Time 2.00
Received By rmcdouga Date 2003-12-05 Time 15:17 Sent To M
Notes
2003-12-05 00:00:00DENIED
  
 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) THE OWNER/AGENT IS REQUIRED TO SIGN
 THE ENERGY CALCULATION FORM.
  
 4)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - STRUCTURAL WINDOW MULLIONS
 - INSWING METAL DOOR (THE ONE SUBMITTED
 IS FOR AN OUTSWING DOOR)
 - SLIDING GLASS DOOR ( THE ONE SUBMITTED
 IS NO LONGER VALID) SEE ATTACHED COPY OF
 CURRENT NOA.
  
 5) SUBMIT A KEY PLAN AND INSTALLATION
 SCHEDULE FOR THE STORM PANELS OR APPLY
 UNDER A SEPARATE PERMIT. HIGHLIGHT OR
 CIRCLE THE TYPE OF MOUNTING AND ANCHORS
 THAT WILL BE USED ON THE PRODUCT
 APPROVAL.
  
 6) REVISE THE WALL SECTION ON SHEET A1
 TO INDICATE THAT THE FINISH FLOOR IS A
 MINIMUM OF 4" ABOVE FINAL GRADE AND THE
 BOTTOM OF THE FOOTER IS REQUIRED TO BE A
 MINIMUM OF 12" BELOW GRADE. SEE FBC
 1804.1.3 AND CITY OF WPB AMENDMENTS TO
 FBC 1804.1.7.
  
 7)1609.4.3 LOAD REDUCTION.
 WHEN STRUCTURAL EFFECTS DUE TO TWO OR
 MORE LOADS IN COMBINATION WITH DEAD LOAD
 ARE INVESTIGATED IN LOAD COMBINATIONS OF
 1609.4.1 OR 1609.4.2, THE COMBINED
 EFFECTS DUE TO THE TWO OR LOADS MULTI-
 PLIED BY 0.75 PLUS EFFECTS DUE TO DEAD
 LOADS SHALL NOT BE LESS THAN THE EFFECTS
 FROM THE LOAD COMBINATION OF THE DEAD
 LOAD PLUS THE LOAD PRODUCING THE LARGEST
 EFFECTS. INCREASES IN ALLOWABLE STRESS
 SPECIFIED IN THE MATERIALS SECTIONS OF
 THE CODE OR A REFRENCED STANDARD SHALL
 NOT BE USED WITH THESE LOAD COMBINATIONS
 EXCEPT THAT A DURATION OF LOAD INCREASE
 SHALL BE PERMITTED IN ACCORDANCE WITH
 CHAPTER 23. REVISE THE TRUSS ANCHOR
 UPLIFT VALUES LISTED ON A1 TO VALUES
 THAT DO NOT INCLUDE A ONE THIRD STRESS
 ON STEEL CALCULATIONS. SEE THE SIMPSON
 HIGH WIND RESISTANT CONSTRUCTION CATALOG
 SEE ATTACHED PAGE FROM CATALOG.
  
 8) REVISE THE WINDOW/DOOR BUCK FASTENING
 SCHEDULE ON A4. FBC 1707.4.4.2 REQUIRES
 WINDOW AND DOOR ASSEMBLIES TO BE
 FASTENED THROUGH THE 1X BUCKS AND INTO
 THE STRUCTURAL SUBSTRATE. SEE NOTES ON
 THE PLAN.
  
 PLEASE SEE NOTATIONS ON THE PLANS.
 PLEASE RETURN OLD PLANS IN ORDER TO HELP
 EXPEDITE PLAN REVIEW.
 IF YOU HAVE ANY QUESTIONS PLEASE CALL:
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-04-08 Cont ID  
Sent By btrobaug Date 2003-11-25 Time 18:17 Rev Time 0.00
Received By rmcdouga Date 2003-12-05 Time 11:17 Sent To  
Notes
2003-04-07 00:00:00DENIED
  
 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) ENERGY CALCULATIONS ARE REQUIRED TO
 BE SIGNED AND DATED BY THE OWNER/AGENT.
  
 4)PROVIDE (2) CURRENT AND COMPLETE
 COPIES OF SBCCI OR METRO-DADE PRODUCT
 APPROVALS FOR:
 - SINGLE HUNG WINDOWS
 - STRUCTURAL MULLIONS
 - ROOFING MATERIALS
 - SLIDING GLASS DOORS
 - INSWING METAL DOOR
  
 5) THE CEILING AREA ON THE ENERGY CALCS.
 IS MORE THAN THE SQUARE FOOTAGE OF THE
 STRUCTURE AND NO TRAY OR VAULTED CEILING
 IS SHOWN ON THE PLANS. PLEASE CORRECT.
  
 6) PROVIDE A KEY PLAN AND INSTALLATION
 SCHEDULE FOR THE STORM PANELS OR A
 SEPARATE PERMIT AND FEES WILL BE
 REQUIRED.
  
 7) THE BOTTOM OF THE FOOTING IS REQUIRED
 TO BE A MINIMUM OF 12" BELOW FINISH
 GRADE PER FBC 1804.1.3.
  
 8) THE BUILDING FLOOR ELEVATION AT THE
 PERIMETER OF A MONOLITHIC FOUNDATION AT
 HABITABLE AREAS SHALL BE A MINIMUM OF 4"
 ABOVE FINISH GRADE PER CITY AMENDMENTS
 TO FBC 1804.1.7.
  
 9) INDICATE ON THE PLANS THAT THE WIRE
 MESH IN THE SLAB IS REQUIRED TO BE
 SUPPORTED ON APPROVED MATERIALS AT
 SPACINGS NOT TO EXCEED 3 FEET PER
 FBC 1909.3.
  
 10) UNDER THE WIND DESIGN PRESSURES ON
 A1, PRESSURES ARE LISTED FOR A GARAGE
 DOOR. THERE IS NO GARAGE ON THE PLANS.
 PLEASE CLARIFY.
  
 11) THE WALL SECTION ON A1 SPECS. 3- #5S
 IN THE FOOTING AND THE FOUNDATION PLAN
 SPECS. 2- #5S. PLEASE CORRECT.
  
 12) ON THE WALL SECTION ON A1, THE NAIL
 SPACING FOR THE ROOF SHEATHING IS LISTED
 FOR THE TIN TAG SPACING.
  
 13) THE SIMPSON HETA 20 CONNECTORS WITH
 8-10D X 1-1/2" NAILS SPECIFIED ON THE
 WALL SECTION ON A1 FOR THE HIP TRUSSES,
 WILL NOT PROVIDE THE REQUIRED 1820# OF
 UPLIFT RESISTANCE. SEE 2003 SIMPSON
 CATALOG. AN HETA 20 WITH 10-16D NAILS
 FOR A 2 PLY TRUSS IS RATED FOR 1890# OF
 UPLIFT. THE JOB SPECIFIC CONNECTOR
 SCHEDULE ON A3 REFERS TO CONNECTOR #7
 UNDER GENERAL NOTES FOR THE HIP TRUSSES.
 THIS IS A HETA 20 WITH 16-10D NAILS.
 PLEASE CLARIFY AND CORRECT.
  
 14) SHEET A3 UNDER SPECIAL NOTES SPECS.
 +37.1 PSF AS WORST CASE DESIGN PRESSURE
 FOR COMPONENTS AND CLADDING. WHAT IS THE
 NEGATIVE WORST CASE PRESSURE? THE WIND
 DESIGN PRESSURES ARE GIVEN AS +36 AND
 - 48 PSF ON A1. UNDER DESIGN PARAMETERS
 ON A1 COMPONENTS AND CLADDING DESIGN
 PRESSURES ARE LISTED AS +35.3 AND - 47.2
 PLEASE CORRECT.
  
 15) FBC 1707.4.4.2 REQUIRES WINDOW AND
 DOOR ASSEMBLIES TO BE FASTENED THROUGH
 1X BUCKS DIRECTLY TO THE STRUCTURAL
 SUBSTRATE. PLEASE REVISE WINDOW AND DOOR
 INSTALLATION CHART ON A4.
  
 16) INDICATE THE INTERNAL PRESSURE
 COEFFICENT UNDER DESIGN PARAMETERS ON
 A1. FOR AN ENCLOSED STRUCTURE IT IS
 + OR - 0.18.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)659-8096 EXT.8202
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2004-03-25 Cont ID  
Sent By btrobaug Date 2004-03-25 Time 15:25 Rev Time 0.50
Received By btrobaug Date 2004-03-25 Time 14:56 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2004-01-23 Cont ID  
Sent By csiegber Date 2004-03-19 Time 12:43 Rev Time 0.50
Received By dpalmer Date 2004-01-23 Time 08:30 Sent To P
Notes
2004-01-23 00:00:00************** UNSAT **********
  
 PLEASE SEE NOTE FROM FIRST TWO REVIEWS.
  
 1)NOTE: PLEASE SEE COPY OF FS 553.80(2)
 (B). PLANS REVIEWED WITH SAME COMMENTS
 SUBJECT TO 4X FEE.
  
 2)NOTE: PLEASE LIST THE REQUIRED DEDICAT
 -ED BATH(S) CIRCUIT(S) PER 210.52D AND
 210.11C3. MUST BE SHOWN AS 20A AND #12
  
 3)NOTE: PLEASE STILL SEE NOTE ON RISER
 THAT MENTIONS AND SHOWS OVERHEAD CONDUCT
 -ORS FROM METER TO MAIN???
  
 4)NOTE: PLEASE SHOW LOCATION OF PANEL
 ON PLANS.
  
 5)NOTE: PLEASE SEE MISSING RECEPTS PER
 210.52 IN BEDROOMS AND MISSING RECEPT
 FRONT OF DWELLING PER 210.52E
  
 6)NOTE: PLEASE SEE PLANS, DO NOT SHOW
 ELECTRICAL FOR WASHER/ DRYER/ WATER
 HEATER??? DISC FOR WH??
  
 7)NOTE: PLAN NOTE MENTIONS DISC REQ'D
 IF MORETHAN 8' BETWEEN METER AND PANEL.
 PLEASE SEE LOCAL AMENDMENTS. NOTE IS
 NOT CORRECT.
 LOCAL AMENDMENTS: 230.70A. A MAIN IS
 REQ'D ONLY WHEN THERE IS MORE THAN 8'
 OF UNPROTECTED(OCP) CONDUCTORS"INSIDE"
 THE BLDG.
 IF THERE ARE ANY QUESTIONS ON THIS,
 PLEASE CALL.
  
 8)NOTE: PLEASE SEE LOAD SHOWN FOR A/C
 COND UNIT. SHOWS 1200 VA??
 PLEASE ALSO VERIFY MAX OCP FOR 7.5 KW
 MIN 125% (424.3) AND MAX 150%.
  
 9)NOTE: PLEASE SHOW CONDUCTORS AND
 POSSIBLE EQUIPMENT GRND ON LOAD SIDE
 OF METER AND MAINDISC IF INSTALLED.
 250.110,250.24, 250.122
  
 PLEASE ADDRESS ALL OF THE ABOVE COMMENTS
 IF PLANS COME BACK AND ANY OF THE SAME
 COMMENTS FROM PREVIOUS REVIEWS ARE NOT
 DONE, THEN A 4X FEE WILL BE ACCESED.
 PER FS 553.80(2)(B) ATTACHED.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2003-11-25 Cont ID  
Sent By csiegber Date 2004-01-20 Time 10:10 Rev Time 0.50
Received By btrobaug Date 2003-11-25 Time 17:54 Sent To B
Notes
2003-11-25 00:00:00 
 UNSAT
 ~~~~~
 ~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~
 PLEASE MAKE THE FOLLOWING REVISIONS TO
 THE PLAN FOR CODE COMPLIANCE AND
 RESUBMIT FOR REVIEW.
  
 1} PLEASE SUBMIT AIC RATINGS FOR
 ALL NEW EQUIPMENT BEING INSTALLED.
 MAINS/PANELS/BREAKERS MUST BE RATED FOR
 THE AVAILABLE FAULT CURRENT PER 110-9.
  
 2} PLEASE CLARIFY NOTE MENTIONING AND
 SHOWING OVERHEAD ELECTRIC THE METER AND
 THE DISCONNECT.
  
 3} PLEASE NOTE KITCHEN COUNTER-
 -SPACE RECEPT SPACING SHALL MEET ART;
 210-52C 1,2,3,4,AND 5.
  
 4} MISSING SMOKE DETECTORS OUTSIDE OF
 TWO BEDROOMS.
  
 5} LIST BATH RECEPTACLES PER
 210.11(C)(3).#12,20 AMP.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-03-24 Cont ID  
Sent By jleech Date 2003-11-24 Time 16:33 Rev Time 0.50
Received By dpalmer Date 2003-03-24 Time 13:59 Sent To P
Notes
2003-03-24 00:00:00************* UNSAT ****************
  
 1)NOTE : PLEASELIST THE REQ`D ARC
 FAULT PROTECTED CIRCUITS ON PANEL
 SCHEDULE. 210-12
  
 2)NOTE: PLEASE SUBMIT AIC RATINGS FOR
 NEW EQUIPMENT. MAINS/BRKRS AND PANEL
 ARE TO BE RATED FOR THE AVAIALBE FAULT
 CURRENT.110-9
  
 3)NOTE: PLEASE CLARIFY NOTE, MENTIONING
 THAT OVERHEAD ELEC BETWEEN METERAND
 MAIN DISC?
  
 4)NOTE: PLEASE SEE PLANS, MISSING
 KITCHEN COUNTERSPACE RECEPTS PER
 210-52-C-1, ALSO WALL RECEPTS PER
 210-52. 2' OF WALL SPACE.
  
 5)NOTE: PLEASE SEE MISSING SD`S OUTSIDE
 TWO OF THE BEDROOMS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-659-8096 EXT 8372
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2004-03-19 Cont ID  
Sent By csiegber Date 2004-03-19 Time 12:43 Rev Time 0.00
Received By csiegber Date 2004-03-19 Time 12:43 Sent To E
Notes
2004-03-19 00:00:00TO BT DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2004-01-20 Cont ID  
Sent By csiegber Date 2004-01-20 Time 10:09 Rev Time 0.00
Received By csiegber Date 2004-01-20 Time 10:09 Sent To E
Notes
2004-01-20 00:00:00TO DP DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2004-01-15 Cont ID  
Sent By mmclean Date 2004-01-16 Time 13:01 Rev Time 0.00
Received By csiegber Date 2004-01-15 Time 16:38 Sent To Z
Notes
2004-01-15 00:00:00TO RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-11-10 Cont ID  
Sent By csiegber Date 2003-11-10 Time 15:09 Rev Time 0.00
Received By csiegber Date 2003-11-10 Time 15:09 Sent To P
Notes
2003-11-10 00:00:00TO KS BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-11-06 Cont ID  
Sent By csiegber Date 2003-11-06 Time 11:47 Rev Time 0.00
Received By csiegber Date 2003-11-06 Time 11:47 Sent To E
Notes
2003-11-06 00:00:00TO DP DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-03-11 Cont ID  
Sent By sthyng Date 2003-03-11 Time 08:49 Rev Time 0.00
Received By sthyng Date 2003-03-11 Time 08:49 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2003-12-08 Cont ID  
Sent By kstevens Date 2004-03-31 Time 11:31 Rev Time 0.33
Received By pkrauss Date 2003-12-08 Time 07:40 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-03-25 Cont ID  
Sent By rmcdouga Date 2003-12-05 Time 16:07 Rev Time 0.33
Received By jleech Date 2003-03-25 Time 19:00 Sent To P
Notes
***NONE***
Review Stop P PLUMBING
Rev No 4 Status P Date 2004-03-31 Cont ID  
Sent By kstevens Date 2004-03-31 Time 11:31 Rev Time 0.33
Received By kstevens Date 2004-03-31 Time 11:31 Sent To B
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2004-01-24 Cont ID  
Sent By btrobaug Date 2004-03-25 Time 15:25 Rev Time 0.50
Received By kstevens Date 2004-01-24 Time 08:18 Sent To B
Notes
2004-01-24 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
  
 1) SANITARY RISER DIAGRAM DOES NOT MEET
 CODE REQUIREMENTS, NOR DOES IT REFLECT
 THE FLOOR PLAN.
 A) BATH #2 TUB AND WATER CLOSET ARE NOT
 VENTED, AND THERE IS NO LAV.
 B) BATH #1 HAS TWO FIXTURES, (IDENTIFI-
 ED AS SINKS), AND FLOOR PLAN SHOWS ONE
 LAV.
 C) CLEANOUT REQUIRED AT 4' ABOVE THE
 FLOOR ON WASH MACHINE STACK. 708.10
 D) WASH MACHINE REQUIRES A STANDPIPE
 PER 406.3
 E) ALL PIPES SHALL BE SIZED
 F) THE WASH MACHINE AND KITCHEN SINK
 ARE NEAR EACH OTHER ON THE FLOOR PLAN,
 BUT ON OPPOSITE SIDES OF THE HOUSE ON
 THE SANITARY RISER DIAGRAM.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status P Date 2003-11-24 Cont ID  
Sent By dpalmer Date 2004-01-23 Time 08:32 Rev Time 0.50
Received By jleech Date 2003-11-24 Time 16:33 Sent To E
Notes
***NONE***
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-03-25 Cont ID  
Sent By csiegber Date 2003-11-10 Time 15:09 Rev Time 0.50
Received By jleech Date 2003-03-25 Time 19:01 Sent To B
Notes
2003-03-25 00:00:00DENIED;
 1.RISER DIAGRAM DOESNOT MATCH FLOOR PLAN
 (BATHROOMS ARE NOT BACK TO BACK)
 2.SIZE BUILDING DRAIN AND BRANCH LINES.
 3.CLEANOUT TO BE WITHIN 3 FT. OF
 BUILDING.
 4.SEWER TO PUBLIC SEWER NOT SEPTIC TANK.
 PLUMBING PLAN REVIEW BY;
 JOHN LEECH
 659-8096 EXT 8369
Review Stop Z ZONING
Rev No 3 Status P Date 2004-01-16 Cont ID  
Sent By mmclean Date 2004-01-16 Time 13:01 Rev Time 0.00
Received By mmclean Date 2004-01-16 Time 13:01 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 2 Status F Date 2003-12-09 Cont ID  
Sent By csiegber Date 2004-01-15 Time 16:38 Rev Time 0.00
Received By mmclean Date 2003-12-09 Time 11:37 Sent To  
Notes
2003-12-09 00:00:00DENIED, CANNOT HAVE A CIRCULAR DRIVEWAY
 NEED TO MOVE HOUSE 5-6FT BACK OR HAVE
 A 10FT STRAIGHT DRIVEWAY TO MEET THE
 1000SQ FT OR 75% OF LANDSCAPE IN THE
 FIRST 25FT FRONT SETBACK CALLED LEFT
 MSG FILE J MM
Review Stop Z ZONING
Rev No 1 Status P Date 2003-03-14 Cont ID  
Sent By sthyng Date 2003-03-11 Time 08:49 Rev Time 0.00
Received By sgraham Date   Time   Sent To E
Notes
***NONE***


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