Plan Review Details - Permit 06120684
Plan Review Stops For Permit 06120684
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-04-10 Cont ID  
Sent By rmcdouga Date 2007-04-10 Time 12:11 Rev Time 0.00
Received By rmcdouga Date 2007-04-10 Time 12:11 Sent To  
Notes
2007-04-10 12:19:53BUILDING PROVISO
  
 1) PRODUCT APPROVALS FOR FLAT ROOF ARE TO BE SUBMITTED
 UNDER A SEPARATE PERMIT.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-04-09 Cont ID  
Sent By rmcdouga Date 2007-04-09 Time 14:42 Rev Time 0.00
Received By rmcdouga Date 2007-04-09 Time 12:41 Sent To  
Notes
2007-04-09 14:43:20DENIED BY BUILDING
  
 1) THE ENERGY CALCULATION FORM IS REQUIRED TO BE SIGNED
 BY THE OWNER/AGENT. SEE FBC CHAPTER 13.
  
 2) THERE ARE TWO COLUMNS SPECIFIED ON SHEET A2 OF THE
 PLANS. ONE IS ALUMINUM AND THE OTHER IS STEEL. SPECIFY
 WHICH ONE WILL BE USED AT THE FRONT ENTRY AND REMOVE
 THE OTHER FROM THE PLANS.
  
 3)PROVIDE A DETAIL OF THE ALUMINUM COLUMN CAP ON THE
 THE ALUMINUM COLUMN AT THE ENTRY PORCH. SPECIFY
 THICKNESS, WELDS, DIMENSIONS , UPLIFT CAPACITY, ETC.
 SEE ITEM #11 FROM FIRST REVIEW. SEE ITEM 12 OF PREVIOUS
 REVIEW.
  
 4) SPECIFY THE REQUIRED DEPTH OF EMBEDMENT INTO THE
 CONCRETE FOOTING FOR THE ALUMINUM COLUMN ON SHEET A2.
 SEE ITEM 13 OF PREVIOUS REVIEW.
  
 5)THE TRUSS LAYOUT WAS NOT SUBMITTED. IN ADDITION TO
 THE RAISED SEAL THE TRUSS DRAWINGS ARE REQUIRED TO HAVE
 THE ORIGINAL WET SIGNATURE OF THE TRUSS ENGINEER. THE
 DRAWINGS THAT WERE SUBMITTED HAVE A SIGNATURE STAMP.
 SEE FS 471. TRUSS LAYOUT AND DRAWINGS FOR CAN BE GIVEN
 TO FIELD INSPECTOR.
  
 6) THE TRUSS LAYOUT AND PRODUCT APPROVALS ARE REQUIRED
 TO BE REVIEWED AND APPROVED IN WRITING BY THE DESIGNER
 OF RECORD FOR THE STRUCTURE. THE DOR FOR THIS PROJECT
 IS AN ENGINEER. THE ENGINEER'S SHOP DRAWING REVIEW
 STAMP WITH THE REVIEW STATUS INDICATED IS REQUIRED ON
 THE THESE ITEMS ALONG WITH HIS SIGNATURE.
  
 7) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR OUTSWING
 FRENCH DOOR SHOWN ON THE PLANS AT THE NEW BATHROOM. SEE
 ITEM #19 FROM THE PREVIOUS REVIEW.
  
 8) SUBMIT PRODUCT APPROVALS FOR STORM PANELS AT THE
 FRENCH DOOR IF IT IS NOT IMPACT RESISTANT.
  
 9) SPECIFY THE THE FASTENING OPTION THAT WILL BE USED
 TO INSTALL THE ASSEMBLY THAT WAS SELECTED ON PAGE 16 OF
 THE NOA FOR THE TAMKO MODIFIED ROOFING SYSTEM. SUBMIT
 THE RAS 117 CALCULATIONS FOR THE ENHANCED FASTENING
 THAT WILL BE REQUIRED AT EDGES AND CORNERS. SEE # 21 ON
 PREVIOUS REVIEW.
  
 10) THE INFORMATION SUBMITTED FOR THE TRUSS CONNECTORS
 AND LINTELS ARE NOT THE PRODUCT APPROVALS. PRODUCT
 APPROVALS CAN BE DOWN LOADED FROM THE INTERNET AT
 WWW.FLORIDABUILDING.ORG.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-03-20 Cont ID  
Sent By rmcdouga Date 2007-03-20 Time 08:59 Rev Time 0.00
Received By rmcdouga Date 2007-03-20 Time 08:59 Sent To  
Notes
2007-03-20 08:59:30DENIED BY BUILDING
  
 1) THE NOC HAS EXPIRED BECAUSE WORK WAS NOT STARTED
 WITHIN 90 DAYS OF IT BEING RECORDED. THE NOC WILL HAVE
 TO BE RE-RECORDED.
  
 2) SUBMIT A COPY OF THE PAID RECEIPT FOR THE IMPACT
 FEES. NOTE: BE SURE TO RESUBMIT THE OLD PLAN SHEETS
 THAT HAVE THE COUNTY IMPACT FEE STAMPS ON THEM WHEN
 THOSE SHEETS ARE REVISED.
  
 3) SUBMIT A SIGNED AND SEALED SUBSURFACE SOIL REPORT
 FROM A FLORIDA LICENSED SOILS ENGINEER. SEE ITEM 3 OF
 1ST REVIEW.
  
 4) SPECIFY THE TRUSS BOTTOM CORD LIVE LOAD ON SHEET A1.
 SEE FBC TABLE 1607.1.
  
 5) ON SHEET A1 THE ROOF LIVE LOAD IS SPECIFIED AS 30
 PSF IN ONE PLACE AND 10 PSF IN ANOTHER. PLEASE
 CORRECT.
  
 6) ON SHEET A1 THE ROOF DEAD LOAD IS SPECIFIED AS 15
 PSF IN ONE PLACE AND 20 PSF IN ANOTHER. PLEASE
 CORRECT.
  
 7) ON SHEET A1 THE ROOF SLOPE SHOULD READ GREATER THAN
 10 DEGREES AND LESS THAN 30 DEGREES. PLEASE CORRECT.
  
 8) ON SHEET A1 THE CODE SECTIONS SPECIFIED FOR THE
 EMERGENCY EGRESS WINDOWS ARE INCORRECT. THEY HAVE BEEN
 CHANGED IN THE 2004 FBC. PLEASE CORRECT.
  
 9) THE WORD WIDTH HAS BEEN OMITTED FOR THE 20"
 DIMENSION REQUIREMENT FOR EGRESS OPENINGS.
  
 10) ON A1 THE EGRESS NOTES INCORRECTLY SPECIFY THE
 MINIMUM TOTAL GLASS AREA. THIS SHOULD BE TOTAL NET
 CLEAR OPENING AREA. PLEASE CORRECT.
  
 11)ON A1 THE FLOOR LIVE LOADS ARE INCORRECTLY
 SPECIFIED AS 10 PSF. THE CORRECT FLOOR LIVE LOADS ARE
 30 PSF FOR SLEEPING ROOMS AND 40 PSF FOR OTHER AREAS.
  
 12) PROVIDE A DETAIL OF THE ALUMINUM COLUMN CAP ON THE
 THE ALUMINUM COLUMN AT THE ENTRY PORCH. SPECIFY
 THICKNESS, WELDS, DIMENSIONS , UPLIFT CAPACITY, ETC.
 SEE ITEM #11 FROM FIRST REVIEW.
  
 13) SPECIFY THE REQUIRED DEPTH OF EMBEDMENT INTO THE
 CONCRETE FOOTING FOR THE ALUMINUM COLUMN ON SHEET A2.
  
 14) A STEEL COLUMN FOOTING DETAIL IS SHOWN ON SHEET A1.
 PLEASE CLARIFY WHERE THIS STEEL COLUMN WILL BE
 INSTALLED.
  
 15) THE TRUSS DRAWINGS REFERENCE THE 2001 FBC. PLEASE
 CORRECT TO REFERENCE THE 2004 FBC.
  
 16) THE DESIGNER OF RECORD FOR THE PROJECT IS REQUIRED
 TO REVIEW AND APPROVE THE TRUSS LAYOUT AND DRAWINGS IN
 WRITING.
  
 17) SPECIFY THE CONNECTORS THAT WILL BE USED TO ANCHOR
 THE 2 X 12BEAM AT THE ENTRY TO THE STRUCTURE.
  
 18) THE UPLIFT FOR THE SIMPSON MTSM 20 CONNECTORS IS
 SPECIFIED AS 1490. THE SIMPSON CATALOG SPECIFIES 1175.
 PLEASE CORRECT.
  
 19) SUBMIT PRODUCT APPROVALS FOR THE EXTERIOR OUTSWING
 FRENCH DOOR.
  
 20) SUBMIT PRODUCT APPROVALS FOR STORM PANELS IF
 GLAZING IS NOT IMPACT RESISTANT.
  
 21) INDICATE WHICH ONE OF THE APPROVED ASSEMBLIES FROM
 THE TAMKO MODIFIED ROOF SYSTEM NOA WILL BE INSTALLED.
 SPECIFY THE FASTENING OPTION AND DESIGN PRESSURE THAT
 WILL BE USED TO INSTALL THE ASSEMBLY. CIRCLE THE
 APPROPRIATE ITEMS ON THE NOA. IF ENHANCED FASTENER
 SPACING IS REQUIRED TO INCREASE THE UPLIFT PRESSURES IN
 ROOF ZONES 2 AND 3, SUBMIT RAS 117 CALCULATIONS AS
 REQUIRED BY GENERAL LIMITATION #7 ON PAGE 19 OF THE
 NOA.
  
 NOTE: SEE RED MARKS AND NOTATIONS ONTHE PLAN.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-02-15 Cont ID  
Sent By rmcdouga Date 2007-02-15 Time 14:44 Rev Time 0.00
Received By rmcdouga Date 2007-02-15 Time 06:52 Sent To  
Notes
2007-02-15 10:46:52DENIED BY BUILDING
  
 1) A RECORDED COPY OF THE NOTICE OF COMMENCEMENT
 MUST BE SUBMITTED BEFORE A
 PERMIT CAN BE ISSUED.
  
 2) 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.
  
 3) SUBMIT A SIGNED AND SEALED SUBSURFACE SOIL REPORT
 FROM A FLORIDA LICENSED SOILS ENGINEER.
 R401.4 SOIL TESTS.
 IN AREAS LIKELY TO HAVE EXPANSIVE, COMPRESSIBLE,
 SHIFTING OR OTHER UNKNOWN SOIL CHARACTERISTICS, THE
 BUILDING OFFICIAL SHALL DETERMINE WHETHER TO REQUIRE A
 SOIL TEST TO DETERMINE THE SOIL ?S CHARACTERISTICS AT A
 PARTICULAR LOCATION. THIS TEST SHALL BE MADE BY AN
 APPROVED AGENCY USING AN APPROVED METHOD.
  
 4) SPECIFY THE BOTTOM CORD LIVE LOAD IN THE STRUCTURAL
 LOAD TABLE ON A1. MINIMUM IS 10 PSF PER FBC TABLE
 1607.1.
  
 5)UPDATE EMERGENCY EGRESS WINDOW INFORMATION ON SHEET
 A1. SPECIFY 2004 FBC AND SECTION R 310 OF THE 2004 FBC
 RESIDENTIAL.
  
 6) SPECIFY THE EFFECTIVE WIND AREA FOR THE WALL
 CLADDING PRESSURES LISTED UNDER WIND INFORMATION ON
 SHEET A1. SEE ASCE7-02 FIGURE 6-3 AND TABLE R301.2
 (2).
  
 7) SPECIFY THE EFFECTIVE WIND AREA FOR THE ROOF
 CLADDING PRESSURES ON A1, WHICH ARE TOO LOW FOR AN
 EFFECTIVE WIND AREA OF 10 SQFT.
  
 8) THE ADDITIONS CAN NOT CAUSE THE EGRESS FROM EXISTING
 BEDROOMS TO BE ANY LESS SAFE PER 2004 FBC EXISTING
 BUILDING SECTION 501.2. SHOW COMPLIANCE.
  
 9) PROVIDE A BATHROOM WITH A DOOR THAT HAS A 29" CLEAR
 OPENING PER R322.1.1 AND FBC CHAPTER 11.
 ALL NEW SINGLE-FAMILY HOUSES, DUPLEXES, TRIPLEXES,
 CONDOMINIUMS AND TOWNHOUSES SHALL PROVIDE AT LEAST ONE
 BATHROOM , LOCATED WITH MAXIMUM POSSIBLE PRIVACY, WHERE
 BATHROOMS ARE PROVIDED ON HABITABLE GRADE LEVELS, WITH
 A DOOR THAT HAS A 29-INCH (737 MM) CLEAR OPENING.
 HOWEVER, IF ONLY A TOILET ROOM IS PROVIDED AT GRADE
 LEVEL, SUCH TOILET ROOMS SHALL HAVE A CLEAR OPENING OF
 NOT LESS THAN 29 INCHES (737 MM).
  
 10) SHOW COMPLIANCE WITH R807.1 ATTIC ACCESS.
 IN BUILDINGS WITH COMBUSTIBLE CEILING OR ROOF
 CONSTRUCTION, AN ATTIC ACCESS OPENING SHALL BE PROVIDED
 TO ATTIC AREAS THAT EXCEED 30 SQUARE FEET (2.8 M 2 )
 AND HAVE A VERTICAL HEIGHT OF 30 INCHES (762 MM) OR
 GREATER.
 THE ROUGH-FRAMED OPENING SHALL NOT BE LESS THAN 22
 INCHES BY 30 INCHES (559 MM BY 762 MM) AND SHALL BE
 LOCATED IN A HALLWAY OR OTHER READILY ACCESSIBLE
 LOCATION. A 30-INCH (762 MM) MINIMUM UNOBSTRUCTED
 HEADROOM IN THE ATTIC SPACE SHALL BE PROVIDED AT SOME
 POINT ABOVE THE ACCESS OPENING. SEE SECTION M1305.1.3
 FOR ACCESS REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS
 LOCATED IN ATTICS.
  
 11) PROVIDE A DETAIL OF THE ALUMINUM COLUMN CAP ON THE
 ALUMINUM COLUMN AT THE ENTRY PORCH. SPECIFY THICKNESS,
 WELDS, DIMENSIONS, UPLIFT CAPACITY, ETC.
  
 12) SPECIFY THE THICKNESS OF THE SQUARE ALUMINUM
 COLUMNS AND THE EMBED DEPTH.
  
 13) CLARIFY WHERE THE SIMPSON H-7 CONNECTORS WILL BE
 INSTALLED. SEE SECTION A/A2.
  
 14) A SIMPSON THA218 HANGER IS SPECIFIED TO BE
 INSTALLED UPSIDE DOWN AT THE ENTRY AND THE BATH
 ADDITION. SUBMIT PRODUCT APPROVALS, TESTING OR OTHER
 THAT ALLOWS THIS TYPE OF INSTALLATION AND SPECIFIES THE
 ALLOWABLE UPLIFT OR SPECIFY ANOTHER CONNECTOR.
  
 15)SUBMIT SIGNED AND SEALED TRUSS DRAWINGS AND LAYOUT
 THAT HAS BEEN REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD FOR THE STRUCTURE FOR REVIEW BEFORE
 INSTALLATION. R802.10.1 TRUSS DESIGN DRAWINGS. TRUSS
 DESIGN DRAWINGS, PREPARED IN CONFORMANCE WITH SECTION
 R802.10.1 , SHALL BE PROVIDED TO THE BUILDING OFFICIAL
 AND APPROVED PRIOR TO INSTALLATION.
  
 16)ROOF SHEATHING IS REQUIRED TO BE IN ACCORDANCE
 WITH SECTION R803.2.3.1 OF 2006 REVISIONS TO 2004 FBC
 RESIDENTIAL CODE. WOOD STRUCTURAL PANEL SHEATHING SHALL
 BE FASTENED TO ROOF FRAMING WITH 8D RING-SHANK NAILS AT
 6 INCHES ON CENTER AT EDGES AND 6 INCHES ON CENTER AT
 INTERMEDIATE FRAMING. SPACING OF RING-SHANK FASTENERS
 SHALL BE 4 INCHES ON CENTER IN NAILING ZONE 3 FOR 130
 MPH OR GREATER DESIGNWIND SPEEDS IN ACCORDANCE WITH
 FIGURE R803.2.3.1. PLEASE REVISE NOTES ON A3.
  
 17) SECTION A/A3 SHOWS THE SLAB 6 " ABOVE GRADE WITH A
 16" THICK FOOTING THIS WILL NOT ALLOW FOR THE 12" BELOW
 GRADE REQUIRED TO THE BOTTOM OF THE FOOTING. R403.1.4
 MINIMUM DEPTH.
 ALL EXTERIOR FOOTINGS SHALL BE PLACED AT LEAST 12
 INCHES (305 MM) BELOW THE UNDISTURBED GROUND SURFACE.
  
 18) SUBMIT ENERGY CALCULATIONS FOR THE NEW ADDITION AS
 REQUIRED BY FBC CHAPTER 13.
  
 19) SPECIFY THE WALL INSULATION TYPE AND R-VALUE ON
 SECTION C/A3.
  
 20) ON A3 THE ALLOWABLE UPLIFT FOR THE SIMPSON MTSM 20
 IS 860 NOT 1490. PLEASE CORRECT.
  
 21) ON A3 THE ROOF SHEATHING DETAIL SPECIFIES 19/32"
 CDX PLYWOOD AND SECTION C/A3 SPECIFIES 7/16" OSB ROOF
 DECK. PLEASE CORRECT.
  
 22) PROVIDE A LINTEL SCHEDULE WITH LOAD CAPACITIES AND
 SPECIFY THE LINTELS THAT WILL BE USED.
  
 23)PRODUCT APPROVALS SUBMITTED WITH PERMIT
 APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE.
  
 24)WPB ADMIN CODE 106.3* PRODUCT
 APPROVALS. THOSE PRODUCT WHICH ARE
 REGULATED BY DCA RULE 9B-72 SHALL BE
 REVIEWED AND APPROVED IN WRITING BY THE
 DESIGNER OF RECORD PRIOR TO SUBMITTAL
 FOR JURISDICTIONAL APPROVAL.
  
 25) SUBMIT PRODUCT APPROVALS FOR THE ROOF COVERING ON
 THE FLAT ROOF OF THE BATHROOM ADDITION.
  
 26) SUBMIT PRODUCT APPROVALS FOR THE TRUSS STRAPS AND
 CONNECTORS.
  
 27) SUBMIT PRODUCT APPROVALS FOR THE CONCRETE LINTELS.
  
 28) SUBMIT PRODUCT APPROVALS FOR THE NEW EXTERIOR
 OUTSWING GLAZED FRENCH DOOR.
  
 29) SUBMIT PRODUCT APPROVALS FOR THE ALUMINUM SOFFIT
 SPECIFIED IN SECTION C/A3.
  
 30) VALUE OF JOB HAS BEEN INCREASED TO $57728.00.
  
 ROBERT MCDOUGAL
 BLDG. PLAN REVIEW
 (561)805-6714
  
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-04-03 Cont ID  
Sent By btrobaug Date 2007-04-03 Time 07:39 Rev Time 0.50
Received By btrobaug Date 2007-04-03 Time 07:00 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2007-03-07 Cont ID  
Sent By btrobaug Date 2007-03-07 Time 17:34 Rev Time 0.50
Received By btrobaug Date 2007-03-07 Time 16:46 Sent To P
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2007-01-11 Cont ID  
Sent By btrobaug Date 2007-01-11 Time 12:50 Rev Time 0.33
Received By btrobaug Date 2007-01-11 Time 12:39 Sent To P
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-03-30 Cont ID  
Sent By spalmer Date 2007-03-30 Time 18:34 Rev Time 0.00
Received By spalmer Date 2007-03-30 Time 18:34 Sent To E
Notes
2007-03-30 18:35:15TO BILL TROBAUGH
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-03-06 Cont ID  
Sent By adarroug Date 2007-03-06 Time 10:23 Rev Time 0.00
Received By adarroug Date 2007-03-06 Time 10:23 Sent To E
Notes
2007-03-06 10:23:19TO "BTROBAUG" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-03-05 Cont ID  
Sent By adarroug Date 2007-03-05 Time 16:36 Rev Time 0.00
Received By adarroug Date 2007-03-05 Time 16:36 Sent To Z
Notes
2007-03-05 16:36:50TO "Z" BOX/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-01-09 Cont ID  
Sent By adarroug Date 2007-01-09 Time 17:00 Rev Time 0.00
Received By adarroug Date 2007-01-09 Time 17:00 Sent To E
Notes
2007-01-09 17:01:06TO "E" BOX
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-02-15 Cont ID  
Sent By rmcdouga Date 2007-02-15 Time 14:44 Rev Time 0.00
Received By rmcdouga Date 2006-12-27 Time 14:18 Sent To  
Notes
2006-12-27 14:19:10TO "Z" BOX
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2007-01-17 Cont ID  
Sent By tgordon Date 2007-01-17 Time 14:53 Rev Time 0.20
Received By tgordon Date 2007-01-17 Time 14:53 Sent To B
Notes
2007-01-17 14:54:27NO MECHANICAL PLANS SUBMITTED, AND NO
 MECHANICAL PERMIT NUMBER APPLIED FOR AT
 THIS TIME.
Review Stop P PLUMBING
Rev No 3 Status P Date 2007-04-09 Cont ID  
Sent By mperson Date 2007-04-09 Time 09:04 Rev Time 0.33
Received By mperson Date 2007-04-09 Time 09:04 Sent To B
Notes
2007-04-09 09:12:12NOTE: NO PLUMBING PERMIT APPLIED FOR WITH MASTER, ONE
 IS REQUIRED FOR THE SCOPE OF WORK.
Review Stop P PLUMBING
Rev No 2 Status F Date 2007-03-14 Cont ID  
Sent By mperson Date 2007-03-14 Time 15:56 Rev Time 0.33
Received By mperson Date 2007-03-14 Time 15:56 Sent To B
Notes
2007-03-14 16:26:28DENIED 2ND TIME
 REFERENCE: FBC-2004 PLUMBING
  
 ** PLEASE SEE SOME NOTES FROM PREVIOUS REVIEW ARE STILL
 IN NEED OF ADDRESSING ALONG WITH SOME NEW COMMENTS,
 SOME BASED ON PLANS NOW SUBMITTED, NEW DOCUMENTS BEING
 REVIEWED FOR THE FIRST TIME AND SOME NEW COMMENTS NOT
 MADE ON PREVIOUS REVIEWS.
  
 ** PLEASE SEE THE NOTES BELOW ARE TAKEN DIRECTLY FROM
 PREVIOUS REVIEW WITH A NO, OK OR A NO/OK.
 THESE WILL BE FOR THE EXACT NUMERICAL NOTATION OF THE
 PREVIOUS REVIEW NOTES.
  
 A NO IS IF THE COMMENT WAS NOT FULLY ADDRESSED AND/OR
 FURTHER EXPLANATION OR CHANGES IN PLANS OR DOCUMENTS
 ARE STILL NEEDED. THIS REVIEWER WILL TRY TO BETTER
 EXPLAIN NOTE ABOVE PREVIOUS REVIEW COMMENT.
  
 AN OK WILL BE LABELED AS SUCH ON THE SAME NUMERICAL
 COMMENT AND WILL HAVE OLD NOTE REMOVED FROM COMMENTS.
  
 A NO/OK MEANS PART OF THE COMMENT MAY HAVE BEEN
 ADDRESSED, HOWEVER NOT ALL OF THE PREVIOUS REVIEW
 COMMENT MAY HAVE BEEN FULLY ADDRESSED.
  
 ** PLEASE SEE ANY NEW NOTES WILL BE ADDED TO THE END OF
 THE PREVIOUS REVIEW COMMENTS AND NOTED AS SUCH.
  
 1. **OK**
  
 2. **NO** SHEET A1 PLUMBING NOTES: ON PLUMBING NOTES
 NUMBER 1, PLEASE DELETE "MINIMUM SLOPE SHALL BE 1/4"
 PER FOOT." AND PLEASE ADD IN ITS PLACE THE FOLLOWING
 "SLOPE PER FBC-2004 PLUMBING, TABLE 704.1."
  
 THE FOLLOWING IS A NEW COMMENT:
  
 3. SHEET A1 SANITARY ISOMETRIC RISER DIAGRAM: THE
 REVISED PLUMBING RISER IS INDICATING A "S" TRAP ON THE
 DRAINAGE PIPE TO THE TUB. PER FBC-2004 PLUMBING,
 SECTION 1002.3 PROHIBITED TRAPS: "S" TRAPS ARE
 PROHIBITED. PLEASE REFERENCE THE RED LINE CORRECTIONS
 ON SHEET A1 INDICATING CORRECTED DRAINAGE PIPE TO TUB.
 PLEASE CORRECT AND RESUBMIT.
  
 ********IMPORTANT INFORMATION********
 IN ORDER TO EXPIDITE PLAN REVIEW: WHEN RESUBMITTING,
 PLEASE REPLACE ONLY SHEETS
 WHICH HAVE CHANGED, PLEASE INCLUDE A
 TRANSMITTAL LETTER INDICATING HOW EACH
 ITEM WAS ADDRESSED AND PROVIDE ONE COPY
 OF ALL OLD/VOIDED SHEETS FOR REFERENCE
 ONLY. NOTE: ONLY ONE CORRECTED DRAWING
 IN RED INK FOR REFERENCE FOR
 RESUBMITTAL.
  
 END OF COMMENTS:
  
 REVIEW BY MIKE PERSON
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL [email protected]
 UNDER SUPERVISION OF K.STEVENS
 (561) 805-6721
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-01-17 Cont ID  
Sent By mperson Date 2007-01-17 Time 11:08 Rev Time 0.55
Received By mperson Date 2007-01-17 Time 11:08 Sent To M
Notes
2007-01-17 11:29:56DENIED
 REFERENCE: FBC-2004 PLUMBING AND FBC-2004 CHAPTER 1
 CITY OF WEST PALM BEACH AMENDMENTS
  
 THE FOLLOWING CORRECTIONS ARE REQUIRED FOR PLUMBING
 PLAN REVIEW TO MEET CODE COMPLIANCE:
  
 1. SHEET A1 SANITARY RISER DIAGRAM:
 A} SANITARY ISOMETRIC RISER DIAGRAM DOES NOT RELECT THE
 FLOOR PLAN AND IS NOT CODE COMPLIANT PER FBC-2004
 PLUMBING, SECTION 901.2.1 AND FBC-2004 CHAPTER 1,
 SECTION 106.1.1. PLEASE REFERENCE THE ATTACHED SANITARY
 RISER DIAGRAM TO THE PLUMBING COMMENTS REFLECTING THE
 FLOOR PLAN THAT IS CODE COMPLIANT FOR THE RESUBMITTAL.
 B} PLEASE DELETE THE TRAP INDICATED FOR THE WATER
 CLOSETS, PER FBC-2004 PLUMBING, SECTION 1002.1 FIXTURES
 SHALL NOT BE DOUBLE TRAPPED. WATER CLOSETS HAVE AN
 INTREGRAL TRAP AND DO NOT REQUIRE A TRAP. PLEASE
 CORRECT AND RESUBMIT.
  
 2. SHEET A1 PLUMBING NOTES: ON NOTE NUMBER ONE PLEASE
 DELETE 1/8" PER FOOT AND ADD PER FBC-2004, TABLE 704.1.
 PLEASE CORRECT AND RESUBMIT.
  
 **********IMPORTANT INFORMATION
 IN ORDER TO EXPIDITE PLAN REVIEW: WHEN RESUBMITTING,
 PLEASE REPLACE ONLY SHEETS
 WHICH HAVE CHANGED AND PROVIDE ONE COPY
 OF ALL OLD/VOIDED SHEETS FOR REFERENCE
 ONLY. NOTE: ONLY ONE CORRECTED DRAWING
 IN RED INK FOR REFERENCE FOR
 RESUBMITTAL AND PLEASE REFERENCE THE ATTACHED SANITARY
 RISER DIAGRAM TO THE PLUMBING COMMENTS.
  
 END OF COMMENTS:
  
 REVIEW BY MIKE PERSON
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL [email protected]
 UNDER SUPERVISION OF K.STEVENS
 (561) 805-6721
  
  
  
  
Review Stop Z ZONING
Rev No 2 Status P Date 2007-03-05 Cont ID  
Sent By jroach Date 2007-03-05 Time 20:12 Rev Time 0.00
Received By jroach Date 2007-03-05 Time 20:12 Sent To I
Notes
2007-03-05 20:13:57SEPARATE PERMIT REQUIRED FOR INSTALLATION OF
 DRIVEWAY...THIS PERMIT IS ONLY FOR THE RESIDENTIAL
 ADDITION.A PERMIT APPLICATION, AS WELL AS TWO (2)
 COPIES OF A SURVEY, SHOWING THE LOCATION AND SIZE OF
 THE DRIVEWAY, SHALL BE SUBMITTED TO CONSTRUCTION
 SERVICES.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2007-01-07 Cont ID  
Sent By jroach Date 2007-01-07 Time 15:56 Rev Time 0.00
Received By jroach Date 2007-01-07 Time 15:56 Sent To I
Notes
2007-01-07 16:00:18***FAILED***
  
 1) TWO (2) COPIES OF A RECENT SURVEY (WITHIN 1 YEAR)
 SHALL BE PROVIDED, SHOWING THE LOCATION OF A EXISTING
 AND PROPOSED STRUCTURES, ADDITIONS, ETC.SURVEY SHALL
 INDICATE ALL OF THE SETBACKS FOR THE EXISTING AND
 PROPOSED STRUCTURES.
  
 2) SITE PLAN INDICATES "NEW CONC. DRIVEWAY."THE
 DRIVEWAY SHALL BE REVIEWED AND APPROVED UNDER A
 SEPARATE PERMIT.KEEP IN MIND THAT 75% OR 1,000 SQUARE
 FEET OF THE FRONT YARD MUST REMAIN AS LANDSCAPING.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT JOHN ROACH, SENIOR
 PLANNER, AT (561) 822-1435.


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