Plan Review Details - Permit 03072274
Plan Review Stops For Permit 03072274
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2003-12-02 Cont ID  
Sent By rbrown Date 2003-12-02 Time 14:31 Rev Time 0.00
Received By rbrown Date 2003-12-02 Time 14:31 Sent To  
Notes
2003-12-02 00:00:00REVISION SUBMITTED 11/26/03 FOR ADDITION
 OF A WING WALL TO TRASH ENCLOSURE
 (SHEETS C1 AND C6)
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2003-10-03 Cont ID  
Sent By csiegber Date 2003-12-01 Time 09:30 Rev Time 0.00
Received By rbrown Date 2003-10-03 Time 14:41 Sent To  
Notes
2003-10-03 00:00:00A SEPARATE PERMIT APPLICATION WILL BE
 REQUIRED FOR THE AWNINGS.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2003-09-15 Cont ID  
Sent By rbrown Date 2003-09-15 Time 16:59 Rev Time 0.00
Received By rbrown Date 2003-09-15 Time 16:59 Sent To  
Notes
2003-09-15 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 FOR CONSISTENCY, THE FOLLOWING COMMENTS
 ARE NUMBERED AS PER THE BUILDING PLAN
 REVIEW OF 8/19/03:
  
 1) THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 2) IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 3) FBC* 104.1.1A SEPARATE PERMIT
 APPLICATION WILL BE REQUIRED FOR THE
 AWNINGS.
  
 7) FBC 1606.1.1SHEET S-3 STILL REFERS
 TO A BASIC WIND SPEED OF 130 MPH.THE
 CITY OF WEST PLAM BEACH IS WITHIN THE
 140 MPH REGION.AMEND THE SHEET.
  
 10) FBC 1606.2.4SHEET S-2, ROOF
 FRAMING PLAN.THE FIRST STANDARD TRUSS
 (NORTH-SOUTH DIRECTION) AT THE EAST END
 OF THE BUILDING HAS A STATED UPLIFT OF
 1382 LBS.THE SPECIFIED TRUSS ANCHOR
 MARK 1 (USP TAPL12) HAS A CAPACITY OF
 1350 LBS.AMEND THE PLAN OR THE
 SCHEDULE.
  
 11) FBC 1606.2.4SHEET S-2.THE UPLIFT
 CAPACITY OF TRUSS ANCHOR MARK 3 (DOUBLE
 USP HTA16-18) WITH THE STATED
 (10) 10D X 1-1/2 FASTENERS IS 2400 LBS
 (REF. USP 2003 CATALOGUE, P44 'DOUBLE
 ANCHOR INSTALLATION CHART').TO ACHIEVE
 THE 2750 LBS CAPACITY STATED ON TRUSS
 TIE DOWN SCHEDULE, (14) 10D X 1-1/2
 FASTENERS WOULD BE REQUIRED.AMEND THE
 SCHEDULE.
  
 22) IF NEW PLAN SHEETS ARE REQUIRED, IN
 ORDER TO ADDRESS THE ABOVE COMMENTS, THE
 OLD SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHALL BE INCLUDED WITH THE
 RESUBMITTAL FOR COMPARISON OF REVISIONS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2003-08-19 Cont ID  
Sent By rbrown Date 2003-08-19 Time 18:06 Rev Time 0.00
Received By rbrown Date 2003-08-19 Time 18:06 Sent To  
Notes
2003-08-19 00:00:00BUILDING PLAN REVIEW
 *******DENIED*******
 ROBERT BROWN(561) 805 6716
 E-MAIL: [email protected]
  
 FBC = FLORIDA BUILDING CODE 2001
 FBC*= FLORIDA BUILD'G CODE (CITY AMEND)
  
 1) INFORMATIVE:
 THE NOTICE OF COMMENCEMENT SHALL BE
 RECORDED AT PALM BEACH COUNTY COURTHOUSE
 AND A COPY SUBMITTED TO THIS OFFICE
 BEFORE A PERMIT CAN BE ISSUED.BLANK
 FORMS ARE AVAILABLE FROM THIS OFFICE.
  
 2) INFORMATIVE:
 IMPACT FEES. THE PLANS SHALL BE TAKEN
 TO PALM BEACH COUNTY BUILDING DEPARTMENT
 FOR IMPACT FEE ASSESSMENT. THEY SHALL BE
 STAMPED AT THAT OFFICE AND A COPY OF THE
 PAID RECEIPT SUBMITTED TO THE CITY OF
 WEST PALM BEACH DEPT OF CONSTRUCTION
 SERVICES BEFORE A PERMIT CAN BE ISSUED.
  
 3) FBC* 104.1.1A SEPARATE PERMIT
 APPLICATION WILL BE REQUIRED FOR THE
 AWNINGS.
  
 4) TITLE SHEET, GENERAL NOTE 4 REFERS TO
 SOUTH FLORIDA BUILDING CODE.THE
 APPLICABLE CODE IS FLORIDA BUILDING
 CODE.AMEND THE NOTE.
  
 5) FBC 11-4.6.3PARKING ACCESS AISLE.
 SHEETS SP-B, C1, C2, C3, SG1, L1 AND L2
 ALL SHOW THE EAST ACCESSIBLE PARKING
 SPACE WITHOUT THE REQUIRED PARKING
 ACCESS AISLE.AMEND THE PLANS TO SHOW A
 5' MIN. ACCESS AISLE ADJACENT TO THE
 PARKING SPACE.
  
 6) FBC 1511.7SHEET A-3ROOF PLAN AND
 DETAILS.ROOF MOUNTED MECHANICAL UNITS
 SHALL BE MOUNTED ON CURBS 8" MIN. ABOVE
 THE ROOF SURFACE OR, WHERE THE ROOFING
 EXTENDS BENEATH THE UNIT, ON RAISED
 EQUIPMENT SUPPORTS PROVIDING A MINIMUM
 HEIGHT CLEARANCE IN ACCORDANCE WITH
 TABLE 1511.7
  
 7) FBC 1606.1.1TITLE SHEET, GENERAL
 NOTE 5 AND SHEETS S-2 & S-3 STATE A
 BASIC WIND SPEED OF 130 MPH.THE CITY
 OF WEST PALM BEACH IS WITHIN THE 140 MPH
 REGION.AMEND THE WIND SPEED AND
 RECALCULATE THE DESIGN PRESSURES ON
 SHEETS S-2 AND A-2 ACCORDINGLY.
  
 8) FBC 1606.1.7WIND LOAD.IN ADDITION
 TO THE WIND SPEED AND EXPOSURE CATEGORY,
 THE PLANS SHALL STATE THE IMPORTANCE
 FACTOR, INTERNAL PRESSURE COEFFICIENT,
 AND EXTERIOR COMPONENT AND CLADDING
 DESIGN WIND PRESSURES.ANNOTATE THE
 PLANS.
  
 9) FBC 1606.1.1SHEET A-2. THE WEST AND
 NORTH ELEVATIONS, SHOWING THE WALK-IN
 COOLER, MAKE REFERENCE TO ASCE 7-88 AND
 110 MPH (FASTEST MILE?) WIND SPEED.THE
 CURRENT REFERENCE IS ASCE 7-98 AND THE
 CORRECT WIND SPEED (3 SEC. GUST) IS
 140 MPH.AMEND THE PLAN.ALSO, THE
 STATED MIAMI-DADE PRODUCT APPROVAL
 NOA# 99-0426.05 EXPIRED ON 8/22/02.IT
 IS NOTED THAT THE SUBMITTED PRODUCT
 APPPROVAL NOA# 02-0625.04 RENEWS THE
 EXPIRED ONE.
  
 10) FBC 1606.2.4SHEET S-2, ROOF
 FRAMING PLAN.THE UPLIFT CAPACITY OF
 TRUSS ANCHOR MARK 1, FROM THE TRUSS TIE-
 DOWN SCHEDULE, IS STATED AS 1410 LBS.
 NUMEROUS LOCATIONS ON THE ROOF FRAMING
 PLAN CALL UP TRUSS ANCHOR MARK 1
 EVENTHOUGH THE CALCULATED UPLIFT FOR
 THOSE LOCATIONS EXCEEDS 1410 LBS (VARIES
 UPTO 1644 LBS).
  
 11) FBC 1606.2.4SHEET S-2.THE TRUSS
 TIE-DOWN SCHEDULE STATES THAT ANCHOR
 MARK 3 (USP TAPL16) WILL BE CONNECTED TO
 THE TRUSS USING (11) 10DX1-1/2" NAILS
 WHICH IS LESS THAN THE (13) 10D NAILS
 REQUIRED BY THE 2003 USP CATALOGUE TO
 GIVE THE STATED CAPACITY.AMEND THE
 SCHEDULE.
  
 12) FBC 1606.2.4SHEET S-2, TRUSS TIE-
 DOWN SCHEDULE.IT IS NOTED THAT THE
 STATED 1410 LBS UPLIFT CAPACITY FOR
 ANCHOR MARK 1 (USP DTC) IS TAKEN FROM
 MIAMI-DADE PCNA# 01.0724.06.THE STATED
 UPLIFT CAPACITY EXCEEDS THE CAPACITY
 GIVEN IN THE 2003 (AND PREVIOUS) USP
 CATALOGUE.
  
 13) 'HUGHES' CONNECTORS.DETAILS 2/S-2,
 5/S-3, 6/S-3 AND 7/S-3 ALL SPECIFY
 ANCHORS BY 'HUGHES' WHO NO LONGER SUPPLY
 ANCHORS.AMEND THE DETAILS.
  
 14) INFORMATIVE:
 SHEET A-4, SECTION A REFERS TO 'BROWARD
 COUNTY APPROVED STORM SHUTTER'.THE
 SHUTTERS SHALL HAVE MIAMI-DADE PRODUCT
 APPROVAL, ICC-ES (SBCCI) EVALUATION
 REPORT OR SITE-SPECIFIC ENGINEERING.
 SEE COMMENT 15 BELOW.
  
 15) THE GALVANIZED STEEL STORM PANEL
 PRODUCT APPROVAL NOA# 00-0726.06 EXPIRES
 8/22/03. AS EXPIRATION WILL OCCUR BEFORE
 A PERMIT APPLICATION IS LODGED, AN
 ALTERNATIVE PRODUCT APPROVAL WILL BE
 REQUIRED.
  
 16) FBC 1707.4.2SHEET A-2, SOUTH ELEV.
 DRAWING SHEET 1 OF THE SUBMITTED ALUM.
 SLIDING PASS THROUGH WINDOW PRODUCT
 APPROVAL NOA# 02.0806.02 STATES DESIGN
 PRESSURE RATINGS OF +43.3 AND -46.0
 WHICH ARE LESS THAN THE DESIGN WIND
 PRESSURES STATED ON THE ELEVATION.
 SUBMIT AN ALTERNATIVE PRODUCT APPROVAL.
  
 17) FBC 1707.4.2DRAWING SHEET 5 OF THE
 SUBMITTED OUTSWING ALUMINUM DOOR PRODUCT
 APPROVAL NOA# 01-0226.05 IS A POOR COPY
 AND CANNOT BE READ.SUBMIT TWO LEGIBLE
 COPIES.
  
 18) FBC 1606.3DRAWING SHEETS 5 AND 6
 OF THE SUBMITTED SINGLE PLY PVC ROOF
 SYSTEM PRODUCT APPROVAL NOA# 02-0710.04
 REFER TO 'GENERAL LIMITATION #7' FOR
 ENHANCED UPLIFT PRESSURE (IN EXCESS OF
 -45 PSF) REQUIREMENTS.THIS WILL APPLY
 TO THE EDGE AND CORNER ZONE PRESSURES
 (ZONES 2 & 3).THE PLANS, OR ANNOTATION
 ON THE THE PRODUCT APPROVAL, SHALL SHOW
 THE RELEVANT MAXIMUM COMPONENT AND
 CLADDING PRESSURE FOR THE ROOF COVERING
 AND STATE THE ENHANCED FASTENER AND TAB
 SPACING TO RESIST THAT PRESSURE IN
 ACCORDANCE WITH ROOFING APPLICATION
 STANDARD RAS117.
  
 19) SHEET SP-2, SPECIFICATION DIVISION 3
 CONCRETE, 'SLAB AND FOOTINGS' REFERS TO
 3000 PSF REINFORCED CONCRETE, AND
 'SIDEWALKS AND RAMPS' REFERS TO 3500 PSF
 AIR ENTRAINED CONCRETE. SHOULD THE 'PSF'
 READ 'PSI'?
  
 20) FBC 3502SHEET SP-3, SPECIFICATION
 DIVISION 9 - FINISHES, A: GENERAL,
 ITEM 3 (QUALITY ASSURANCE) AND
 B: PRODUCTS, ITEM 1 (MATERIALS) 'G' BOTH
 REFER TO ASTM C 1063-86. THE CODE REFERS
 TO ASTM C 1063-99.
  
 21) 61G15-23.002 FL ADMINISTRATIVE CODE
 PLANS SIGNED AND SEALED BY AN ENGINEER
 SHALL HAVE EITHER THE NAME, ADDRESS AND
 LICENSE NUMBER OF THE ENGINEER, OR THE
 CERTIFICATE OF AUTHORIZATION NUMBER OF
 THE ENGINEERING BUSINESS, PRINTED ON
 EACH SHEET.
  
 22) IF NEW PLAN SHEETS ARE REQUIRED, IN
 ORDER TO ADDRESS THE ABOVE COMMENTS, THE
 OLD SHEETS SHALL BE REMOVED AND THE NEW
 SHEETS INSERTED.ONE COPY OF EACH OLD
 SHEET SHALL BE INCLUDED WITH THE
 RESUBMITTAL FOR COMPARISON OF REVISIONS.
  
 **QUOTE PERMIT# ON ALL CORRESPONDENCE**
  
 END OF REVIEW COMMENTS
 THE CODE REFERENCES GIVE ADDITIONAL INFO
 TELEPHONE: (561) 805 6716ROBERT BROWN
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2003-09-22 Cont ID  
Sent By dpalmer Date 2003-09-22 Time 14:56 Rev Time 1.50
Received By dpalmer Date 2003-09-22 Time 13:56 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2003-08-11 Cont ID  
Sent By dpalmer Date 2003-08-11 Time 19:24 Rev Time 1.00
Received By dpalmer Date 2003-08-11 Time 19:24 Sent To  
Notes
2003-08-11 00:00:00********** UNSAT ******************
  
 1)NOTE: PLEASE NOTE, PLANS ARE ONLY IN
 FOR PLAN REVIEW AND NOT FOR PERMIT.
  
 2)NOTE: PLEASE SEE PERMIT APPLICATION,
 MENTIONS; CONTRUCTION OF DUMPSTER @
 WENDY'S REST? PLANS ARE SUBMITTED FOR
 NEW REST?PLEASE CORRELATE WHEN
 SUBMITTING FOR PERMIT.
  
 3)NOTE: PLEASE SEE FAC 61G15-23.002 FOR
 MISSING INFORMATION ON TITLE BLOCK.
 PLEASE INCLUDE CA # FOR ENG FIRM.
  
  
 4)NOTE; PLEASE CLARIFY OF CONTRUCTION OF
 DUMPSTER/COMPACTOR? WILL REQUIRE ELEC.?
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2003-09-23 Cont ID  
Sent By mamini Date 2003-09-23 Time 16:06 Rev Time 0.50
Received By mamini Date 2003-09-23 Time 16:06 Sent To  
Notes
2003-09-23 00:00:00PASSED:
 1. SEE PERMIT # 03091652 FOR UNDERGROUND
 UTILITIES AND SITE WORK.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2003-09-23 Cont ID  
Sent By mamini Date 2003-09-23 Time 08:03 Rev Time 0.50
Received By mamini Date 2003-09-23 Time 08:03 Sent To  
Notes
2003-09-23 00:00:00FAILED:
 1. PLEASE REFER TO THE PREVIOUS REVIEW
 COMMENTS DATED 8-4-03, SEE ATTACHED.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2003-08-04 Cont ID  
Sent By mamini Date 2003-08-04 Time 15:17 Rev Time 1.00
Received By mamini Date 2003-08-04 Time 15:17 Sent To  
Notes
2003-08-04 00:00:00FAILD:
 1. PLEASE NOTE THAT A SEPARATE PERMIT
 APPLICATION AND FEES FOR UNDERGROUND
 UTILITIES AND SITE WORKS WILL BE
 REQUIRED.
 2. A BACKFLOW PREVENTER ON THE PROPOSED
 2" DOMESTIC WATER IS REQUIRED.
 3. PLEASE STATE AS HOW THIS PROPERTY IS
 GOING TO BE METERED, WILL IT BE A
 SEPARATE METER INSTALLED OR IT IS GOING
 TO BE METERED THROUGH THE PARADISE
 HAVERHILL LTD.
 4. PLEASE SUBMIT 2 SETS OF PLANS TO THE
 PUBLIC UTILITIES AND ENGINEERING FOR
 THE APPROVAL AND RECORD.(CIVIL PLANS)
 5. PLEASE CONTACT RODNEY COMPO AT
 837-4051 EXT. 4074 FOR THE INSPECTION/
 INSTALLATION OF GREASE TRAP.
 6. IF GARBAGE IS TO BE PICKED UP BY THE
 CITY, THEN THE DUMPESTER MUST BE
 CONSTRUCTED PER CITY REQUIREMENTS, SEE
 ATTACHED.
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2003-08-21 Cont ID  
Sent By nmccray Date 2003-08-21 Time 09:55 Rev Time 0.00
Received By nmccray Date 2003-08-21 Time 09:55 Sent To  
Notes
2003-08-21 00:00:00********PROVISO PLAN CHECK**************
 AWNING:
 SEPARATE PERMIT REQUIRED FOR AWNING AND
 PROOF OF FIRE RETARDANT TREATMENT ALONG
 WITH CUT SHEETS.
  
 HOOD SYSTEM:
 SEPARATE PERMITS REQUIRED FOR HOOD AND
 FIRE SUPPRESSION SYSTEMS. NFPA 17A
  
 FIRE SPRINKLER:
 IF BUILDING IS FIRE SPRINKLER. SEPARATE
 PERMIT IS REQUIRED FOR FIRE SPRINKLER
 SYSTEM.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT NATE MCCRAY AT (561) 805-6722 OR
 (561) 835-2910
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2003-12-01 Cont ID  
Sent By csiegber Date 2003-12-01 Time 09:30 Rev Time 0.00
Received By csiegber Date 2003-12-01 Time 09:30 Sent To B
Notes
2003-12-01 00:00:00TO RB DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2003-09-30 Cont ID  
Sent By csiegber Date 2003-09-30 Time 16:35 Rev Time 0.00
Received By csiegber Date 2003-09-30 Time 16:35 Sent To  
Notes
2003-09-30 00:00:00TO COMM BD#59
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2003-09-12 Cont ID  
Sent By csiegber Date 2003-09-12 Time 12:41 Rev Time 0.00
Received By csiegber Date 2003-09-12 Time 12:41 Sent To  
Notes
2003-09-12 00:00:00COMM BD#39
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2003-09-11 Cont ID  
Sent By csiegber Date 2003-09-12 Time 10:16 Rev Time 0.00
Received By csiegber Date 2003-09-11 Time 09:18 Sent To Z
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2003-08-12 Cont ID  
Sent By alange Date 2003-08-06 Time 16:26 Rev Time 0.00
Received By alange Date 2003-08-06 Time 16:26 Sent To  
Notes
2003-08-06 00:00:00MOVED FROM 60 TO 34 COMM BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2003-08-01 Cont ID  
Sent By alange Date 2003-08-01 Time 15:33 Rev Time 0.00
Received By alange Date 2003-08-01 Time 15:33 Sent To  
Notes
2003-08-01 00:00:00TO COMM BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2003-07-30 Cont ID  
Sent By alange Date 2003-07-30 Time 14:02 Rev Time 0.00
Received By alange Date 2003-07-30 Time 14:02 Sent To Z
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2003-08-14 Cont ID  
Sent By pkrauss Date 2003-08-14 Time 07:55 Rev Time 1.00
Received By pkrauss Date 2003-08-14 Time 07:41 Sent To  
Notes
2003-08-14 00:00:00PROVISO: PLAN CHECK-PLANS DATED 5/20/03
 HVAC REVIEW:
 PLANS ARE CODE COMPLIANT.PLEASE NOTE,
 CONDENSER UNIT STANDS SHALL COMPLY WITH
 2001 FBC 1511.7. (SEE ATTACHED)
  
 HOOD REVIEW:
 GREASE DUCT TO BE INSPECTED PRIOR TO
 COVERING WITH FASTWRAP AS INDICATED ON
 PLAN SHEET H-2.PLEASE PROVIDE
 MANUFACTURER INSTALLATION INSTRUCTIONS
 FOR THE FASTWRAP ON THE JOBSITE AT THE
 TIME OF INSPECTION.
  
 WALK-IN COOLER/FREEZER:
 PLEASE PROVIDE MANUFACTURER SUBMITTAL
 DATA FOR REVIEW.
  
 ADDITIONAL PERMITS REQUIRED FOR
 HOOD, FIRE SUPPRESSION, AND WALK-IN
 COOLER/FREEZER.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561) 805-6719.
Review Stop P PLUMBING
Rev No 3 Status P Date 2003-10-03 Cont ID  
Sent By kstevens Date 2003-10-03 Time 10:33 Rev Time 0.50
Received By kstevens Date 2003-10-03 Time 10:33 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2003-09-25 Cont ID  
Sent By kstevens Date 2003-09-25 Time 17:34 Rev Time 2.25
Received By kstevens Date 2003-09-25 Time 17:34 Sent To  
Notes
2003-09-25 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 CHAPTER 1
 FBC-2001 BLDG.
 FLORIDA STATUTES
 WPB CITY CODE
  
 1) FOLLOWING COMMENTS FROM PREVIOUS RE-
 VIEW NOT ADDRESSED. COMMENT NUMBER TO
 BE THE SAME FOR CLAIRITY.
 2) MANUFACTURE INFORMATION REQUIRED FOR
 WATER FILTERS. NSF APPROVAL REQUIRED.
 SUBMIT SPECIFICATION SHEETS.
 7) WATER HAMMER ARRESTORS SHALL BE LOCA-
 TED NEAR THE FIXTURE NOT IN THE CEILING
 AS SHOWN. PDI-WH 201 & MANUF. INSTALL.
 INSTRUCTIONS.
 10) SHT C-3 WATER, WASTEWATER, UTILITIES
 NOTE #2 INDICATES AN IRRIGATION WELL,
 BUT SHTS L-2 & L-3 INDICATES A METER &
 BACKFLOW. PLEASE CLAIRFY.
 14) SPECIFICATION WORK SHEETS FROM DBPR
 ARE REQUIRED ON EACH SET OF PLANS. WHEN
 REVIEWED, MORE COMMENTS MAY BE ADDED.
 SUBMIT WORK SHEETS AT RESUB TO THE CITY
 OF WPB FOR REVIEW.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2003-08-14 Cont ID  
Sent By kstevens Date 2003-08-14 Time 18:10 Rev Time 4.50
Received By kstevens Date 2003-08-14 Time 14:08 Sent To  
Notes
2003-08-14 00:00:00DENIED
 REFERENCE: FBC-2001 PLUMBING
 FBC-2001 BLDG.
 FLORIDA STATUTES
 CITY CODE
  
 1) SHT P-1 CONTACT RODNEY COMPO ENVIRON-
 MENTAL COMPLIANCE, FOR SIZING THE GREASE
 INTERCEPTOR. CITY WASTE ORD. #2938-96.
 (561) 837-4074. OR IN HIS ABSENCE CALL
 MARI ORTIZ (561) 837-4061.
 2) SHT P-1 WATER FILTERS SHALL BE "NSF"
 COMPLIANT. MANUFACTURE INFO REQUIRED.
 SUBMIT SPEC. SHEETS.
 3) SHT P-1 & SHT P-2 FD1 BY MAIN ENTRAN-
 CE STATES 15' MAX. FROM VENT. TABLE NO.
 906.1 SHOWS MAX. 10' FROM VENT.
 4) SHT P-1 FLOOR DRAIN IN DUMPSTER PAD.
 INFORMATION REQUIRED AS TO HOW THE RAIN
 WILL BE KEPT OUT OF GREASE LINE. IF UN-
 ABLE TO KEEP RAIN OUT, THE DRAIN FOR THE
 DUMPSTER PAD WILL NOT BE APPROVED.
 5) SHTS P-1 & P-2 FLOOR DRAINS ARE NOT
 APPROVED INDIRECT WASTE INTERCEPTORS. A
 FLOOR SINK OR HUB DRAIN SHALL BE REQUIR-
 ED. SECTIONS 802.1, 802.3, & 802.3.2.
 FLOOR SINKS & HUB DRAIN SHALL BE LOCATED
 SO AS NOT TO BE A TRIPPING HAZARD UNDER
 TABLES OR FIXTURES.
 6) SHT P-2 WATER HEATER DETAIL, THERMAL
 EXPANSION CONTROL IS REQUIRED. SECTION
 607.3.2
 7) SHT P-3 WATER SUPPLY ISOMETRIC, AIR
 CHAMBERS ARE NOT APPROVED. DELETE FROM
 ISOMETRIC. SECTION 604.9 WATER HAMMER
 ARRESTORS REQUIRED AT QUICK CLOSING
 VALVES, (ICE MAKERS, DISHWASHERS ECT),
 SHALL BE LOCATED NEAR THE FIXTURES IN AN
 "EFFECTIVE RANGE" NOT AT THE TOP OF THE
 DROPS IN THE CEILING. PDI-WH 201 AND
 MANUF. INSTALLATION INSTRUCTIONS.
 8) SEPARATE PERMITS REQUIRED FOR GREASE
 TRAP AND IRRIGATION.
 9) ALL SHEETS SEE ATTACHED SHEETS CON-
 CERNING TITLE BLOCKS. 61G15-23.002(2)
 SEE HIGHLIGHTED SECTION.
 10) SHT C-3 WATER, WASTEWATER, UTILITIES
 NOTE #2 INDICATES A IRRIGATION WELL, BUT
 SHTS L-2 & L-3 INTICATES A METER & BACK-
 FLOW. PLEASE CLAIRFY.
 11) SHT A-1 SHOW CLEAR FLOOR SPACE FOR
 HDCP FIXTURES AND TURNING SPACE PER SEC
 11-4.22.3
 12) SHT A-3 SUBMIT CALCULATIONS FOR
 PRIMARY AND SECONDARY ROOF DRAINS. SHOW
 SQUARE FOOTAGE OF ROOF, AND ADD 1/2 AREA
 OF ALL VERTICAL WALLS IN CALCULATIONS.
 SECTIONS 1106 & 1107 AND ALL SUBSECTIONS
 13) SHT A-3 ONLY OVERFLOW SCUPPER SHOWN
 ON ROOF PLAN. SECTION 1503.4.2 STATES
 THAT OVERFLOW SCUPPERS SHALL BE LOCATED
 AS CLOSE AS PRACTICAL TO REQUIRED VERTI-
 CAL LEADERS OR DOWNSPOUTS. (SEE ATTACHED
 SHEET). PLEASE CLAIRFY. - IF ONLY OVER-
 FLOW SCUPPER IS USED MINIMUM SIZE SHALL
 BE 5"X16" - 76"SQ IN REQUIRED.
 14) SPECIFICATION WORK SHEETS FROM DBPR
 ARE REQUIRED ON EACH SET OF PLANS. WHEN
 REVIEW MORE COMMENTS MAY BE ADDED. SUB-
 MIT WORK SHEETS AT NEXT RESUB TO THE
 CITY WPB FOR REVIEW.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 653-2692
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 1 Status P Date 2003-09-12 Cont ID  
Sent By csiegber Date 2003-09-11 Time 09:18 Rev Time 0.00
Received By csiegber Date   Time   Sent To I
Notes
2003-09-12 00:00:009/12/03 PASS PER ANGELLA VANN MM


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