Plan Review Details - Permit 08060519
Plan Review Stops For Permit 08060519
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2009-12-01 Cont ID  
Sent By jwitmer Date 2009-12-01 Time 16:43 Rev Time 4.50
Received By jwitmer Date 2009-12-01 Time 13:17 Sent To  
Notes
2009-12-01 16:43:39BUILDING PLAN REVIEW
 PERMIT: 08060519
 ADD: 309 CLEMATIS ST
 CONT: WELLINGTON EQUESTRIAN
 TEL: (561)951-6729
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVISIONS DATED:
 ARCHITECTURAL: REVISION# 4 NOV. 4/2009
 STRUCTURAL: REVISION# 3 NOV.2/ 2009
  
 BUILDING APPROVED WITH EXCEPTION!
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. FAILURE TO
 CORRECT THE LISTED DEFICIENCIES IN THIS PLAN PRIOR TO
 INSPECTION WILL RESULT IN FAILED INSPECTION(S) AND THE
 ASSESSMENT OF RE-INSPECTION FEE(S).
  
 1) SHEET A-1 THE FRONT ENTRY STAIRWAY REVISION# 2 HAS
 NOT BEEN UPDATED, THE REVISION SUBMITTED DOES INDICATE
 THE STEEL COLUMN IN THE STAIRWELL BUT THE EGRESS
 CALCULATIONS FOR BOTH THE STAIRS AND FRONT ENTRY
 INDICATE THE PERMIT SET OF EGRESS CALCULATIONS, NOT
 WHAT IS CURRENTLY BUILT. PLEASE REVISE PLANS INDICATING
 THE REVISED SSTAIR AND DOORWAY EGRESS CALCULATION FOR
 THE FRONT STAIR AND ENTRY. PLEASE INCLUDE THE UPDATED 1
 HR RATED WALL ASSEMBLY WITH THE VERTICAL STEEL BEAMS
 LOCATED
 OUTSIDE OF THE 1 HOUR RATED ASSEMBLY. 1020.1.2
 PENETRATIONS. PENETRATIONS INTO AND OPENINGS THROUGH AN
 EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR REQUIRED EXIT
 DOORS, EQUIPMENT AND DUCTWORK NECESSARY FOR INDEPENDENT
 PRESSURIZATION, SPRINKLER PIPING, STANDPIPES,
 ELECTRICAL RACEWAY FOR FIRE DEPARTMENT COMMUNICATION
 SYSTEMS AND ELECTRICAL RACEWAY SERVING THE EXIT
 ENCLOSURE AND TERMINATING AT A STEEL BOX NOT EXCEEDING
 16 SQUARE INCHES (0.010 M2). SUCH PENETRATIONS SHALL BE
 PROTECTED IN ACCORDANCE WITH SECTION 712. THERE SHALL
 BE NO PENETRATIONS OR COMMUNICATION OPENINGS, WHETHER
 PROTECTED OR NOT, BETWEEN ADJACENT EXIT ENCLOSURES.
  
 PLEASE NOTE THE FIRST FLOOR ENTRY DOOR IS NOT LOCATED
 ON THE DOOR SCHEDULE LOCATED ON SHEET A-15.
  
 2) SHEET A-2 THE FRONT ROOFTOP STAIRWAY LOCATED IN THE
 BOTTOM RIGHT CORNER OF THE SHEET INDICATES A NEW 3'-0"
 DOOR THAT LEADS INTO THE MECHANICAL ROOM LOCATED
 BENEATH THE THIRD FLOOR LEVEL. PLEASE REVIEW SECTIONS :
 VERTICAL EXIT ENCLOSURES
 1020.1.1 OPENINGS AND PENETRATIONS. EXIT ENCLOSURE
 OPENING PROTECTIVE???S SHALL BE IN ACCORDANCE WITH THE
 REQUIREMENTS OF SECTION 715.
  
 EXCEPT AS PERMITTED IN SECTION 402.4.6, OPENINGS IN
 EXIT ENCLOSURES OTHER THAN UNPROTECTED EXTERIOR
 OPENINGS SHALL BE LIMITED TO THOSE NECESSARY FOR EXIT
 ACCESS TO THE ENCLOSURE FROM NORMALLY OCCUPIED SPACES
 AND FOR EGRESS FROM THE ENCLOSURE.
  
 1020.1.2 PENETRATIONS. PENETRATIONS INTO AND OPENINGS
 THROUGH AN EXIT ENCLOSURE ARE PROHIBITED EXCEPT FOR
 REQUIRED EXIT DOORS, EQUIPMENT AND DUCTWORK NECESSARY
 FOR INDEPENDENT PRESSURIZATION, SPRINKLER PIPING,
 STANDPIPES, ELECTRICAL RACEWAY FOR FIRE DEPARTMENT
 COMMUNICATION SYSTEMS AND ELECTRICAL RACEWAY SERVING
 THE EXIT ENCLOSURE AND TERMINATING AT A STEEL BOX NOT
 EXCEEDING 16 SQUARE INCHES (0.010 M2). SUCH
 PENETRATIONS SHALL BE PROTECTED IN ACCORDANCE WITH
 SECTION 712. THERE SHALL BE NO PENETRATIONS OR
 COMMUNICATION OPENINGS, WHETHER PROTECTED OR NOT,
 BETWEEN ADJACENT EXIT ENCLOSURES.
  
 3A) SHEET A-3 INDICATES A NEW DUMBWAITER, NOT NOTED ON
 THIS SHEET BUT S-2, S-3 AND S-29 INDICATE AS SUCH.
 PLEASE PROVIDE THE WALL TYPES TO BE ASSOCIATED WITH THE
 SHAFT CONSTRUCTION A-3 DOES PROVIDE SHAFT AND WALL
 TYPES BUT NO WALL SECTION TAG IS PROVIDED FOR THE
 BUMBWAITER.. 3002.1 HOISTWAY ENCLOSURE PROTECTION.
 ELEVATOR, DUMBWAITER AND OTHER HOISTWAY ENCLOSURES
 SHALL BE SHAFT ENCLOSURES COMPLYING WITH SECTION 707.
 3002.1.1 OPENING PROTECTIVES. OPENINGS IN HOISTWAY
 ENCLOSURES SHALL BE PROTECTED AS REQUIRED IN CHAPTER 7.
  
 3B) SHEET S-29 THE DUMBWAITER INDICATES HOW THE
 STRUCTURAL MEMBERS WILL BE INSTALLLED ON THE FIRST AND
 SECOND FLOOR BUT NO INFORMATION IS PROVIDED PAST THE
 SECOND FLOOR ROOF LINE. ADDITIONAL INFORMATION
 REQUIRED.
  
 3C) 3004.1 VENTS REQUIRED. HOISTWAYS OF ELEVATORS AND
 DUMBWAITERS PENETRATING MORE THAN THREE STORIES SHALL
 BE PROVIDED WITH A MEANS FOR VENTING SMOKE AND HOT
 GASES TO THE OUTER AIR IN CASE OF FIRE.
  
 3D) PLEASE ALSO REVIEW SECTION 3006 FOR ELEVATOR
 MACHINE ROOMS SECTION 1-6.
  
 3E) A-3 THE ORIGINAL ISSUED PLANS DOES INDICATE A THIRD
 FLOOR KITCHEN THE NEW REVISION INDICATES THE REMOVAL OF
 THE KITCHEN AND ADDITIONAL DINING AREA, PLEASE UPDATE
 THE OCCUPANCY LOADS FOR THE THIRD FLOOR AND EGRESS OF
 THE STAIRS, IF THIS FLOOR CONTAINS THE HIGHEST
 CONCENTRATION OF OCCUPANTS. TABLE 1004.1.1& TABLE
 1005.1.
  
 4) SHEET A-5 WEST ELEVATION THE OPENING PROTECTIVES,
 FIRE SHUTTERS ARE STILL INDICATED ON PLANS, THERE HAS
 BEEN RECENT DISCUSSION WITH THE CONTRACTOR, DESIGNER
 AND OWNER ABOUT THE ELIMINATION OF THE FIRE SHUTTERS
 AND THE USE OF A HINGED COLLASPABLE WALL SECTION THAT
 WAS SUBMITTED TO THE BUILDING OFFICIAL FOR REVIEW UNDER
 ALTERNATE MATERIALS AND METHODS, TO DATE NO FORMAL
 SUBMITTAL HAS BEEN BROUGHT IN TO THE CITY FOR REVIEW.
 104.11 ALTERNATE MATERIALS, DESIGN OF METHODSOF
 CONSTRUCTION AND EQUIPMENT.
  
 5) SHEET A-8.1 INDICATES CABANAS TO BE DETERMINED BY
 OWNER, A SEPERATE PERMIT REVIEW AND ASSOCIATED FEES
 WILL BE REQUIRED. NOTE WIND INFORMATION OF HOW CABANAS
 WILL MEET WIND LOADING: WIND DESIGN SEECTION 1609.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
  
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2009-06-11 Cont ID  
Sent By jwitmer Date 2009-06-11 Time 16:00 Rev Time 1.66
Received By jwitmer Date 2009-06-11 Time 14:20 Sent To  
Notes
2009-06-11 15:52:12BUILDING PLAN REVIEW-
 PERMIT: 08060519
 ADD: 309 CLEMATIS ST
 CONT: WELLINGTON EQUSTRIAN
 TEL: (561)248-3403
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 6-11-09
 5TH REVIEW:
 BUILDING PROVISOS:
 1)PROVIDE DOCUMENTATION FOR MCKEON RETRACTABLE FIRE
 SHUTTER 1 1/2 HR MODEL FSFD-M
  
 2) BUILDING PROVISO:
 PROVIDE PRODUCT APPROVALS FOR :
 2A) LOUVER- WOOD LOUVER @ GAZEBO
 2B) STANDING SEAM METAL ROOF
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)805-6731
 E-MAIL: [email protected]
 SURVEY:
 WWW.SURVEYMONKEY.COM/WESTPALMBEACHCONSTRUCTIONSERVICES
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2009-06-01 Cont ID  
Sent By jwitmer Date 2009-06-01 Time 10:19 Rev Time 1.10
Received By jwitmer Date 2009-06-01 Time 09:33 Sent To  
Notes
2009-06-01 10:37:07BUILDING PLAN REVIEW- MAJOR WORKING DRAWING REVIEW
 PERMIT: 08060519
 ADD: 309 CLEMATIS ST
 CONT: PLAN REVIEW- CON JOHN WEBB
 TEL: (561)312-6247
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 6-01-09
 4TH REVIEW:
  
 1) MISSING 2HR FIRE SHUTTER REQUIRED AS PER TABLE 602/
 TABLE 704.2 FIRE SHUTTER WILL ALSO NEED REPORTS FOR
 WIND LOADING, PLEASE PROVIDE. SHEET A-5 INDICATES
 FRAMING OF THE OPENINGS, IF THE PRODUCT APPROVALS DOES
 NOT PROVIDE ATTACHMENT OF THE SHUTTER TO THE WALL
 FRAMING THIS ATTACHMENT DETAILS WILL ALSO BE REQUIRED
 FOR PERMIT. ALSO PROVIDE POSITIVE AND NEGATIVE
 PRESSURES FOR THESE OPENINGS.
  
 2) BUILDING PROVISO:
 2A) LOUVER- WOOD LOUVER @ GAZEBO
 2B) STANDING SEAM METAL ROOF
  
 3) PROVISO: SHEET A-3 VERSES S-6 THE GAZEBOS WEST WALL
 ( KITHEN) DOES NOT SHOW UP ON THE STRUCTURAL PLANS WILL
 NEED REVISION.
  
 4)PROVISO: RED LINED A-11 DETAIL# 7 STAIR RISER
 INDICATED AS 7" MINIMUM, TYPO 7" MAXIMUM RISER 1009.3.
  
 5) COMPLIED.
  
 6)PROVISO: STRUCTURAL SHEET S8 NOR S22 PROVIDE NAILING
 FOR THE T&G 3/4" ROOF SHEATHING. COMPONENTS AND
 CLADDING, ROOF DECK IS ABOVE 50'.
  
 7-8 ) COMPLIED.
  
 9) ONCE PERMIT APPLICATION IS MADE RADON FEES FOR 7,650
 SQ FT TO BE ADDED .
  
 10)
 10) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 11) THRESHOLD BUILDING:
  
 11A) COMPLIED: THRESHOLD INSPECTION PLAN FL S. S.
 553.71(7)
  
 11B) ONCE CONTRACTOR IS SIGNED ON THE SPECIAL INSPECTOR
 WILL NEED TO BE SIGNED.
 THRESHOLD INSPECTOR:
 WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA
 STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE. CONTACT THE BUILDING OFFICIAL DOUG WISE FOR A
 MEETING FOR THE SPECIAL INSPECTOR PROGRAM AT
 (561)805-6654 FOR FURTHER INFORMATION
  
 12) CONTRACTOR TO APPLY FOR PERMIT.
  
 NOTE: SPECIAL INSPECTOR FORMS ATTACHED TO BUILDING
 COMMENTS THIS REVIEW.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2009-05-19 Cont ID  
Sent By jwitmer Date 2009-05-19 Time 12:42 Rev Time 4.75
Received By jwitmer Date 2009-05-19 Time 08:00 Sent To  
Notes
2009-05-19 16:57:40BUILDING PLAN REVIEW- MAJOR WORKING DRAWING REVIEW
 PERMIT: 08060519
 ADD: 309 CLEMATIS ST
 CONT: PLAN REVIEW- CON JOHN WEBB
 TEL: (561)312-6247
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 5-19-09
 3RD REVIEW:
  
 1) MISSING 2HR FIRE SHUTTER REQUIRED AS PER TABLE 602/
 TABLE 704.2
  
 2) BUILDING PROVISO:
 2A) LOUVER- WOOD LOUVER @ GAZEBO
 2B) STANDING SEAM METAL ROOF
  
 3) PROVISO: SHEET A-3 VERSES S-6 THE GAZEBOS WEST WALL
 ( KITHEN) DOES NOT SHOW UP ON THE STRUCTURAL PLANS WILL
 NEED REVISION.
  
 4) RED LINED A-11 DETAIL# 7 STAIR RISER INDICATED AS 7"
 MINIMUM, TYPO 7" MAXIMUM RISER 1009.3.
  
 5) SHEET A-12 DETAIL A/B WILL REQUIRE A 2 HR FIRE
 RATING DETAIL, I SPOKE WITH KELLY YATES TODAY HE WILL
 BE BRINGING OVER SHORTLY.PROVISO.
  
 6) STRUCTURAL SHEETS DO NOT PROVIDE NAILING FOR THE T&G
 3/4" ROOF SHEATHING. COMPONENTS AND CLADDING, ROOF DECK
 IS ABOVE 50', PROVISO.
  
 7) SHEET S-22 DESIGNED TO ASCE 7-05 2007 FBC, THIS PLAN
 WILL BE CONSIDERED TO BE DESIGNED UNDER THE 2004 FBC
 WITH 2007 SUPPLEMENTS, NEEDS TO BE UPDATED.
  
 8) SPOKE WITH ALLEN PRESSURE ZONE 2 CORRECT.
  
 9) ONCE PERMIT APPLICATION IS MADE RADON FEES FOR 7,030
 SQ FT TO BE ADDED .
  
 10) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 11) THRESHOLD BUILDING:
  
 THRESHOLD INSPECTION PLAN FL S. S. 553.71(7) "
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA
 AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.
  
 109.3.6.1 THE ENFORCING AGENCY SHALL REQUIRE A SPECIAL
 INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON A
 THRESHOLD BUILDING PURSUANT TO A STRUCTURAL INSPECTION
 PLAN PREPARED BY THE ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE ENFORCING
 AGENCY PRIOR TO THE ISSUANCE OF A BUILDING PERMIT FOR
 THE CONSTRUCTION OF A THRESHOLD BUILDING. THE PURPOSE
 OF THE STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 THRESHOLD INSPECTOR:
 WPB AMENDMENT 109.3.6.2 W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA
 STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE.
 CONTACT THE BUILDING OFFICIAL DOUG WISE FOR A MEETING
 FOR THE SPECIAL INSPECTOR PROGRAM AT (561)805-6654 FOR
 FURTHER INFORMATION
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2008-10-21 Cont ID  
Sent By jwitmer Date 2008-10-21 Time 13:29 Rev Time 0.77
Received By jwitmer Date 2008-10-20 Time 16:01 Sent To  
Notes
2008-10-21 13:43:00BUILDING PLAN REVIEW- MAJOR WORKING DRAWING REVIEW
 PERMIT: 08060519
 ADD: 309 CLEMATIS ST
 CONT: PLAN REVIEW- CON JOHN WEBB
 TEL: (561)312-6247
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 PLANS ARE CODE COMPLIANT, UNTIL CONTRACTOR MAKES
 APPLICATION FOR THE STRUCTURAL PERMIT AND:
  
 1) CGC CONTRACTOR MAKE APPLICATION FOR PERMIT AND PAYS
 FEES FOR THE STRUCTURAL PORTION OFTHE BUILDING
  
 2) CONTRACTOR PAYS RADON FEES FOR 7650 SQ FT
  
 3) CONTRACTOR TAKES THE PLANS TO PALM BEACH COUNTY
 BUILDING DEPARTMENT FOR COUNTY IMPACT FEE ASSESSMENT,
  
 4) CONTRACTOR TO SET MEETING WITH SUPERVISOR KEN CONRAD
 , AND THRESHOLD INSPECTOR FOR MORE INFORMATION PLEASE
 CONTACT MR. CONRAD AT (561)805-6666 FOR TIME, LOCATION
 AND REQUIRED ATTENDANCE.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2008-08-27 Cont ID  
Sent By jwitmer Date 2008-08-27 Time 14:24 Rev Time 3.33
Received By jwitmer Date 2008-08-27 Time 14:24 Sent To  
Notes
2008-08-27 14:25:25BUILDING PLAN REVIEW
 PERMIT: 08060519
 ADD: 309 CLEMATIS ST
 CONT: PLAN REVIEW CON JOHN WEBB
 TEL: (561)312-6247
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2ND REVIEW
 ACTION: DENIED
  
 1A) WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION. 2 COPIES OF
 RESPONCE COMMENTS WERE SUBMITTED AND COMMENTS 1 & 2
 WERE ONLY RESPONDED TOO.
  
 1B) COMPLIED, 3 SETS OF DOCUMENTS SUBMITTED, THRESHOLD
 BUILDING BECAUSE OF OCCUPANT LOAD.
  
 1C) INFORMATIONAL
  
 1D ) FL S S 713.13 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF THE
 WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT
 ACTUALLY COMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 1E) 2ND REQUEST, PLANS SUBMITTED FOR PERMIT (FIRST TIME
 REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO THE
 2004 FBC BUILDING WITH THE 2007 SUPPLEMENTS.NOTE THIS
 IS AN ADDITION AND THE 2004 EXISTING BUILDING CODE
 CHAPTER 9 WILL NEED TO BE ADDRESSED. SHEET DT-1
 INDICATES A LEVEL II ALTERATION, THIS MAY BE TRUE FOR
 THE INTERIOR WORK UNDER ANOTHER PERMIT. THIS WORK IS TO
 BE COVERED UNDER 2004 EXISTING BUILDING CODE CHAPTER 9
 ADDITIONS, PLEASE MAKE CORRECTIONS.
  
 1F-H) COMPLIED.
  
 2) 2ND REQUEST, THE DESIGNER OF RECORD HAS NOT PROVIDED
 WHAT THE BASE DESIGN IS FOR WIND IN SHEETS A-1- A-4.
 PLANS ARE MISSING THE WIND DESIGN CRITERIA. 1603.1.4
 WIND DESIGN DATA. THE FOLLOWING INFORMATION RELATED TO
 WIND LOADS SHALL BE SHOWN, REGARDLESS OF WHETHER WIND
 LOADS GOVERN THE DESIGN OF THE LATERAL-FORCE-RESISTING
 SYSTEM OF THE BUILDING:
 1. BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2. WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. 3.
 WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4. THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5. COMPONENTS AND CLADDING. THE DESIGN WIND PRESSURES
 IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE SELECTION
 OF EXTERIOR COMPONENTS AND CLADDING MATERIALS NOT
 SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
 3) 2ND REQUEST, THIS BUILDING IS CLASSIFIED AS A
 THRESHOLD BUILDING BECAUSE THE OCCUPANT LOAD IS GREATER
 THAN 500 OCUPANTS.
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA
 AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.
  
 3A) 105.13.1 THE ENFORCING AGENCY SHALL REQUIRE A
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 3B) THRESHOLD INSPECTOR:
 WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA
 STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE. CONTACT KEN CONRAD MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 3C) COMPLIED.
  
 4)SOILS REPORTS COMPLIED.
  
 5) 2ND REQUEST, THE PLANS INDICATE TWO DIFFERENT
 ENGINEERS IT APPEARS THAT ONE WILL BE A SPECIALTY
 ENGINEER AND THE OTHER THE ENGINEER OF RECORD FOR THE
 PROJECT, OR TO TAKE RESPONSIBILITY FOR THE PROJECT. THE
 DESIGNER OF RECORD WILL NEED TO REVIEW ALL SHOP
 DRAWINGS AND APPLY THEIR SHOP DRAWING STAMP ONCE PLANS
 ARE REVIEWED AND APPROVED. FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC...
  
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 6) BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2008-07-16 Cont ID  
Sent By jwitmer Date 2008-07-16 Time 13:48 Rev Time 3.33
Received By jwitmer Date 2008-07-16 Time 10:56 Sent To  
Notes
2008-07-16 14:35:10BUILDING PLAN REVIEW
 PERMIT: 08060519
 ADD: 309 CLEMATIS ST
 CONT: PLAN REVIEW CON JOHN WEBB
 TEL: (561)312-6247
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2007 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 ACTION: DENIED
  
 1A)WHEN RESUBMITTING PLANS PLEASE INDICATE THE
 REVISION & REMOVE & REPLACE ANY PAGES AS NECESSARY. A
 TRANSMITTAL LETTER LISTING THE ORIGINAL REVIEW COMMENT
 NUMBER, WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE THE
 CHANGES CAN BE FOUND WILL HELP TO EXPEDITE YOUR PERMIT.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION. 2 COPIES OF
 RESPONCE COMMENTS WERE SUBMITTED AND COMMENTS 1 & 2
 WERE ONLY RESPONDED TOO.
  
 1B) COMPLIED, 3 SETS OF DOCUMENTS SUBMITTED, THRESHOLD
 BUILDING BECAUSE OF OCCUPANT LOAD.
  
 1C)INFORMATIONAL
  
 1D )FL S S 713.13NOTICE OF COMMENCEMENT, TO BE
 FILED WITH THE CLERK OF THE COURT. NOTE: 713.13(2) IF
 THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS NOT
 ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID. NOTE: 713.13(6)
 THE POSTING OF THE NOTICE OF COMMENCEMENT AT THE
 CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 1E) 2ND REQUEST,PLANS SUBMITTED FOR PERMIT (FIRST
 TIME REVIEW) AFTER JULY 1ST, 2007 SHALL BE REVIEWED TO
 THE 2004 FBC BUILDING WITH THE2007 SUPPLEMENTS.NOTE
 THIS IS AN ADDITION AND THE 2004 EXISTING BUILDING CODE
 CHAPTER 9 WILL NEED TO BE ADDRESSED. SHEET DT-1
 INDICATES A LEVEL II ALTERATION, THIS MAY BE TRUE FOR
 THE INTERIOR WORK UNDER ANOTHER PERMIT. THIS WORK IS TO
 BE COVERED UNDER 2004 EXISTING BUILDING CODE CHAPTER 9
 ADDITIONS, PLEASE MAKE CORRECTIONS.
  
 1F-H) COMPLIED.
  
 2) 2ND REQUEST, THE DESIGNER OF RECORD HAS NOT PROVIDED
 WHAT THE BASE DESIGN IS FOR WIND IN SHEETS A-1- A-4.
 PLANS ARE MISSING THE WIND DESIGN CRITERIA. 1603.1.4
 WIND DESIGN DATA. THE FOLLOWING INFORMATION RELATED TO
 WIND LOADS SHALL BE SHOWN, REGARDLESS OF WHETHER WIND
 LOADS GOVERN THE DESIGN OF THE LATERAL-FORCE-RESISTING
 SYSTEM OF THE BUILDING:
 1.BASIC WIND SPEED (3-SECOND GUST), MILES PER HOUR
 (KM/HR).
 2.WIND IMPORTANCE FACTOR, I W , AND BUILDING
 CLASSIFICATION FROM TABLE 1604.5 OR TABLE 6-1, ASCE 7
 AND BUILDING CLASSIFICATION IN TABLE 1-1, ASCE 7. 3.
 WIND EXPOSURE, IF MORE THAN ONE WIND EXPOSURE IS
 UTILIZED, THE WIND EXPOSURE AND APPLICABLE WIND
 DIRECTION SHALL BE INDICATED.
 4.THE APPLICABLE ENCLOSURE CLASSIFICATIONS AND, IF
 DESIGNING WITH ASCE 7, INTERNAL PRESSURE COEFFICIENT.
 5.COMPONENTS AND CLADDING. THE DESIGN WIND
 PRESSURES IN TERMS OF PSF (KN/M 2 ) TO BE USED FOR THE
 SELECTION OF EXTERIOR COMPONENTS AND CLADDING MATERIALS
 NOT SPECIFICALLY DESIGNED BY THE REGISTERED DESIGN
 PROFESSIONAL.
  
 3) 2ND REQUEST,THIS BUILDING IS CLASSIFIED AS A
 THRESHOLD BUILDING BECAUSE THE OCCUPANT LOAD IS GREATER
 THAN 500 OCUPANTS.
 THRESHOLD BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN HEIGHT, OR WHICH
 HAS AN ASSEMBLY OCCUPANCY CLASSIFICATION AS DENIED IN
 THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN AREA
 AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.
  
 3A) 105.13.1 THE ENFORCING AGENCY SHALL REQUIRE A
 SPECIAL INSPECTOR TO PERFORM STRUCTURAL INSPECTIONS ON
 A THRESHOLD BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE ENGINEER OF RECORD. THE
 STRUCTURAL INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE OF A BUILDING
 PERMIT FOR THE CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURAL INSPECTION PLAN IS TO
 PROVIDE SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO
 THAT THE BUILDING CAN BE ADEQUATELY INSPECTED FOR
 COMPLIANCE WITH THE PERMITTED DOCUMENTS.
  
 3B) THRESHOLD INSPECTOR:
 WPB AMENDMENT 105.13.6. W.P.B. CONSTRUCTION SERVICES
 DEPARTMENT REQUEST FOR THRESHOLD BUILDINGS A SPECIAL
 INSPECTOR AS REQUIRED BY FL S S 553.79(5) FLORIDA
 STATUTES TO THE MINIMUM INSPECTIONS REQUIRED BY THIS
 CODE. CONTACT KEN CONRADMANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6666 FOR FURTHER
 INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 3C) COMPLIED.
  
 4)SOILS REPORTS COMPLIED.
  
 5) 2ND REQUEST, THE PLANS INDICATE TWO DIFFERENT
 ENGINEERS IT APPEARS THAT ONE WILL BE A SPECIALTY
 ENGINEER AND THE OTHER THE ENGINEER OF RECORD FOR THE
 PROJECT, OR TO TAKE RESPONSIBILITY FOR THE PROJECT. THE
 DESIGNER OF RECORD WILL NEED TO REVIEW ALL SHOP
 DRAWINGS AND APPLY THEIR SHOP DRAWING STAMP ONCE PLANS
 ARE REVIEWED AND APPROVED.FL 61G1-23.015 (2) THE
 ARCHITECT IS RESPONSIBLE FOR SUPERVISING AND REVIEWING
 ALL PROJECT DATA, REPORTS, SHOP DRAWINGS ETC...
  
 FL 61G-15-30.006 (3) THE DELEGATED ENGINEER SHALL
 FORWARD THE DELEGATED ENGINEERING DOCUMENTS TO THE
 ENGINEER OF RECORD FOR REVIEW.
  
 6)BEFORE A PERMIT TO CONSTRUCT, MAY BE ISSUED, IMPACT
 FEES MUST BE PAID TO PALM BEACH COUNTY. THE ACTUAL
 PERMIT SET OF PLANS MUST BE STAMPED BY THAT OFFICE, AND
 A COPY OF THE PAID RECEIPT ATTACHED TO THE PERMIT
 APPLICATION. PLEASE CALL (561)233-5025 FOR MORE
 INFORMATION.
  
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2009-12-02 Cont ID  
Sent By btrobaug Date 2009-12-02 Time 16:53 Rev Time 0.00
Received By btrobaug Date 2009-12-02 Time 11:53 Sent To  
Notes
2009-12-02 15:30:46 
  
 ELECTRICAL APPROVED WITH EXCEPTION.
 THIS PLAN HAS BEEN APPROVED PROVISIONALLY. A REVISION
 IS REQUIRED CORRECTING THE LISTED DEFICIENCIES THIS
 PLAN PRIOR TO INSPECTION, OR A REINSPECTION FEE WILL
 RESULT.
  
 1} THE SOUTH STAIRWAY SHOWN ON SHEET E-2 DOES NOT MATCH
 SHEET A-2.0.CORRELATE SAME. IF THE DOORS SHOWN ON SHEET
 A-2.0ARE TO BE INSTALLED LOCATE THE EXIT SIGNS FOR
 SAME.
  
 2} THE FIXTURE COUNT AND TYPES ON THE SCHEDULE DO NOT
 CORRELATE WITH THE THE ONES ON THE FLOOR PLAN SHEETS
 E-2, 4, 5 AND 11. NEW FIXTURES HAVE BEEN ADDED BUT THE
 LIGHTING POWER DENSITIES REMAIN THE SAME AS THE PERMIT
 SET OF PLANS. RECALCULATE THE DENSITIES TO MATCH WITH
 THE PROPOSED FIXTURES.
  
 3} SHEETS E-9 & 10 PHOTOMETRICS DID NOT CHANGE TO
 REFLECT THE NEW FIXTURE WATTAGES, CORRECT SAME.
  
 4} TYPE "P-1" FIXTURES ARE NOT LISTED ON THE SCHEDULE.
  
 5} THE ROOM LABELED "STORAGE" AT THE SERVICE BAR,
 SHEETS E-3, 4, AND 5 , WAS LABELED "BEER" AND PRESUMED
 TO BE A COOLER ON THE PERMIT SET OF PLANS NO COMPRESSOR
 FOR THAT UNIT APPEARS IN THE PANEL SCHEDULES. PLEASE
 CLARIFY..
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
  
  
  
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2009-11-23 Cont ID  
Sent By btrobaug Date 2009-11-23 Time 13:12 Rev Time 0.00
Received By btrobaug Date 2009-11-23 Time 09:01 Sent To FIRE
Notes
2009-11-23 13:13:31TO CAPTAIN WILLIAMS./WRT.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2009-09-23 Cont ID  
Sent By dpalmer Date 2009-09-23 Time 09:53 Rev Time 0.00
Received By dpalmer Date 2009-09-23 Time 09:53 Sent To  
Notes
2009-09-23 09:53:40 
 ** DENIED **
  
 ** ** REVIEW DONE AT THE REQUEST OF THE BUILDING
 OFFICIAL FOR PREVIOUS REVIEWER.
  
 1) NOTE: PLANS SUBMITTED DO NOT MATCH. THE REVISED
 SHEET E-2 SUBMITTED IS COMPLETELY DIFFERENT FORM
 PREVIOUS SHEET E-2. IN FACT IT IS FOR A DIFFERENT FLOOR
 ALTOGETHER. THE TITLE BLOCK INDICATES A REVISION DATE
 OF 8/20/08 YET NO REVISIONS WERE MADE TO PLANS
 COORDINATING WITH ANY NEW CHANGES FOR ELECTRICAL.
 PLEASE KNOW THAT EVEN THE PREVIOUS E-3 SHEET HAS A
 DIFFERENT FLOOR LAYOUT FOR POWER ETC.
 THE R2 PANEL SCHEDULE INDICATES PANEL AS *EXISTING* YET
 THE FILE SET OF PLANS INDICATES THIS PANEL AS NEW.
  
 2) NOTE: PLEASE SUBMIT ACCURATE LOAD CALCULATIONS. LOAD
 CALCULATIONS STATE PER NEC 220.87 FOR EXISTING LOADS.
 HOWEVER HOW CAN THIS BE POSSIBLE WHEN THE NEW PANEL R2
 WAS ONLY JUST PERMITTED AND NOT YET INSTALLED? HOW
 COULD THERE BE AN 24 MONTH DEMAND FROM FPL WHEN THE
 PERMITTED LOAD/ADDITION OF FLOOR AND ALL OTHER
 ELECTRICAL SYSTEMS ON PREVIOUS SUBMITTED PLANS HAVE NOT
 YET BEEN INSTALLED TO DATE.
  
 *** IT IS TO BE CLEAR THAT THE FILE SET OF PLANS WERE
 NOT REVIEW FOR CODE COMPLIANCE BY THIS REVIEWER. ONLY
 THE SHEET E-2, E-3 AND PANEL SCHEDULES WERE LOOKED AT
 FOR THERE RELEVANT CONTENTS BASED ON THE COORDINATION
 OF REVISED DOCUMENTS SUBMITTED.
  
 ** IT SHOULD ALSO BE CLEAR THAT AS THERE IS INFORMATION
 NOT YET SHOWN, REVISED OR MISSING ON PLANS THERE MAY BE
 NEW COMMENTS ON THE FOLLOWING REVIEW WHICH CAN NOT
 POSSIBLE BE MADE AT THIS TIME.
  
 IF THERE ARE ANY QUESTIONS; OR IF COMMENTS ARE NOT
 TYPED IN A CLEAR MANNER PLEASE DO NOT HESITATE TO
 CONTACT THIS REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2009-07-09 Cont ID  
Sent By dwise Date 2009-05-28 Time 16:24 Rev Time 0.00
Received By dwise Date 2009-07-09 Time 16:23 Sent To  
Notes
2009-07-09 16:24:51PLANS REVIEWED BY BILL TROBAUGH.
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status F Date 2009-11-20 Cont ID  
Sent By mcarsill Date 2009-11-20 Time 07:41 Rev Time 0.00
Received By mcarsill Date 2009-11-20 Time 07:29 Sent To  
Notes
2009-11-20 07:41:20REVISIONS
  
 1. ROOF ACCESS DOOR TO INTERSTITIAL SPACE IS NOT
 ALLOWED WHICH IS SHOWN ON PAGE A-2.0. THIS OPENING IS
 TO BE SEALED WITH THE PROPER FIRE RATING OF THE EXIT
 ENCLOSURE FOR WHICH IT IS LOCATED.
  
 2. A NEW FIRE DEPARTMENT CONENCTION WAS TO HAVE BEEN
 INSTALLED ON THE SOUTH SIDE OF THE BUILDING TO REPLACE
 THE EXISTING SNOOT. THE NEW DOUBLE FIRE DEPARTMENT
 CONNECTION IS TO BE LOCATED WITHIN 150 FEET OF A FIRE
 HYDRANT. THE PLAN SEEM TO SUUEST THAT THE FIRE
 DEPARTMENT CONNECTION WILL BE PLACED ON THE RISER WHICH
 WOULD BE LOCATED ON THE NORTH SIDE OF THE BUILDING.
 PLEASE COORDINATE THE PLACEMENT OF THE NEW FIRE
 DEPARTMENT CONNECTION. KNOX-LOCKING CAPS ARE REQUIRED
 FOR THE NEW FIRE DEPARTMENT CONNECTION. THE EXISTING
 SNOOT NEEDS TO BE REMOVED.
  
 3. SEPARATE PLANS AND PERMITS REQUIRED FOR NEW KITCHEN
 HOODS, DUCTS, AND FIRE SUPPRESSION SYSTEMS.
  
 4. ON PAGE E-12 IT APPEARS THAT FIRE ALARM EQUIPMENT
 WILL BE CONNECTED TO THE EXISTING FIRE ALARM CONTROL
 PANEL. ON PAGE E-11 HORN STROBES ARE SHOWN IN THE FIRE
 ALARM LEGEND. DUE TO THE OCCUPANT LOAD OF THE BUILDING
 SPEAKER STROBES WITH A VOICE EVACUATION MESSAGE WILL BE
 REQUIRED. A FIRE ALARM PERMIT IS REQUIRED FOR THE FIRE
 ALARM WORK PLANNED FOR THE THIRD FLOOR. THE ENTIRE
 BUILDING SHALL BE EQUIPPED WITH SPEAKER STROBE DEVICES.
  
 5. THE FIRE SPRINKLER DRAWINGS MAY NOT BE ILLUSTRATIVE
 TO THE WORK THAT HAS BEEN PERFORMED IN THE FIELD.
 PLEASE COORDINATE DRAWINGS WITH THE WORK AND CORRECT
 DISCREPANCIES.
  
  
 DENIED
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status F Date 2009-08-05 Cont ID  
Sent By mawillia Date 2009-08-05 Time 15:32 Rev Time 0.00
Received By mawillia Date 2009-08-05 Time 14:45 Sent To  
Notes
2009-08-05 15:21:10*****DENIED*****
  
  
 1. THE REVISED E-2 PLAN SHEET, ELECTRICAL PLAN -
 KITCHEN (PATIO LEVEL), DOES NOT CORRELATE WITH PLAN
 SHEET E-2, 2ND FLOOR LIGHTING PLAN MODIFICATION, OF THE
 CITY'S FILED SET. PLEASE EXPLAIN, AMEND, AND/OR ADJUST
 WITH THE PERMIT SET OF PLANS AS NECESSARY.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2009-07-10 Cont ID  
Sent By mawillia Date 2009-07-10 Time 13:02 Rev Time 0.00
Received By mawillia Date 2009-07-10 Time 12:05 Sent To  
Notes
2009-07-10 13:02:25*****APPROVED*****
  
 ALL COMMENTS/PROVISOS FROM THE PREVIOUS FIRE PLAN
 REVIEWS HAVE BEEN ADDRESSED; PLAN SHEETS A-2.0, A-2.1,
 A-3, A-4, A-12, A-15, LS-1, E-2, E-4, E-12, FP-1, FP2,
 AND FP-3 WERE STAMPED, INITIALED, AND DATED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2009-07-10 Cont ID  
Sent By mawillia Date 2009-05-26 Time 12:04 Rev Time 0.00
Received By mawillia Date 2009-05-26 Time 07:17 Sent To  
Notes
2009-05-26 07:21:221. SEPARATE PLANS AND PERMITS REQUIRED FOR THE FIRE
 SPRINKLER SYSTEM INSTALLATION.
  
 2. SEPARATE PLANS AND PERMITS REQUIRED FOR THE
 INSTALLATION OF FIRE ALARM EQUIPMENT.
  
 3. ALL WORK SUBJECT TO FEILD VERIFICATION AND
 INSPECTION.
  
 4. PLEASE COMPLETE NECESSARY PLAN REVISIONS AND MEET
 ATT CONSTRUCTION SERVICES DEPARTMENT REQUIREMENTS.
  
  
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
 804-4709 PHONE
 804-4756
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status N Date 2008-09-16 Cont ID  
Sent By mcarsill Date 2008-07-28 Time 07:15 Rev Time 0.00
Received By rmcdouga Date 2008-07-28 Time 07:12 Sent To  
Notes
2008-07-28 07:15:38PLANS WERE PREVIOUSLY REVIEWED BY THIS DEPARTMENT FOR
 THE PROPOSED ROOF TOP ASSEMBLY AREA AND COMMENTS WERE
 PROVIDED. THE STRUCTURAL PLANS SUBMITTED WERE NOT
 REVIEWED BY THIS DEPARTMENT.
  
  
 MIKE CARSILLO, BATTALION CHIEF
 BUREAU OF FIRE PREVENTION
 804-4709 PHONE
 804-4774 FAX
Review Stop G GAS REVIEW
Rev No 2 Status N Date 2021-01-13 Cont ID  
Sent By dbattles Date 2021-01-13 Time 09:23 Rev Time 0.00
Received By dbattles Date 2021-01-13 Time 09:23 Sent To  
Notes
***NONE***
Review Stop G GAS REVIEW
Rev No 1 Status F Date 2009-09-23 Cont ID  
Sent By kstevens Date 2009-09-23 Time 16:02 Rev Time 0.00
Received By kstevens Date 2009-09-23 Time 16:02 Sent To  
Notes
2009-09-23 16:10:45DENIED
 REFERENCE:
 FBC-2004 FUEL GAS
 FBC-2004 CHAPTER 1
  
 REVIEW DONE AT THE REQUEST OF THE BUILDING OFFICIAL FOR
 THE PREVIOUS REVIEWER:
  
 A. SHT P-1 SUBMITTED FOR REVISION DOES NOT INDICATE A
 REVISION NUMBER NOR DOES IT INDICATE WHERE THE REVISION
 IS LOCATED BECAUSE OF THE LACK OF REVISION CLOUDS. THAT
 SAID, THE SANITARY PIPING HAS BEEN DELETED, MANY
 FIXTURES HAVE BEEN DELETED FROM THE PLUMBING FIXTURE
 SCHEDULE SUCH AS THE W/C'S, LAVS, FAUCETS, URINAL,
 FLOOR SINKS, HOSE BIBB & WATER HEATER. PLEASE CLARIFY,
 HAVE THESE FIXTURES BEEN CHANGED, DELETED OR BOTH?
 SECTIONS 106.1.1, 106.2 & 106.1.3.
  
 B. SHT P-2 HAS COMPLETLY DIFFERENT INFORMATION THAN
 WHAT IS ON FILE FOR PUBLIC RECORD. WILL ALL THE
 INFORMATION FOR THE BARS BE DELETED? PLEASE CLARIFY.
 SECTIONS 106.1.1, 106.2 & 106.1.3.
  
 *****FROM PREVIOUS REVIEW PERMIT NUMBER 09020194****
  
 A. SEPARATE GAS PERMIT REQUIRED. THE FOLLOWING
 INFORMATION IS REQUIRED:
  
 1. SHT P-2 GAS DISTRIBUTION ISOMETRIC. A LISTED SHUT
 OFF VALVE SHALL BE INSTALLED IMMEDIATELY AHEAD OF EACH
 MP REGULATOR. SECTION 409.4. A UNION IS REQUIRED
 DOWNSTREAM OF THE SHUT OFF VALVE NEAR THE REGULATOR FOR
 SERVICING & REPLACEMENT.
  
 2. SHT P-2 GAS DISTRIBUTION ISOMETRIC. INDICATE THE
 TOTAL BTU'S FOR THE EXISTING KITCHEN & DISTANCE TO THE
 MOST REMOTE OUTLET IN THE KITCHEN ON THE RISER DIAGRAM.
 SECTION 106.1.2 MORE INFORMATION REQUIRED AND SECTION
 402 PIPE SIZING.
  
 4. SHT P-2 GAS DISTRIBUTION ISOMETRIC. NOTE REFERENCES
 GAS PIPE SIZE PER TABLE 402.4(20) P.E. PIPE. PLEASE
 INDICATE WHERE THE P.E. PIPE WILL BE INSTALLED. (P.E.
 FOR OUTDOOR UNDERGROUND ONLY). SECTION 404.14.1.
  
 5. SHT P-2 GAS DISTRIBUTION ISOMETRIC. PLEASE INDICATE
 GAS TYPE. (IF LP GAS MORE COMMENTS WILL BE
 FORTHCOMING).
  
 6. SHT P-2 GAS DISTRIBUTION ISOMETRIC. A MANUAL SHUT
 OFF VALVE IS REQUIRED UPSTREAM OF THE EMERGENCY HOOD
 SHUT DOWN SHUT OFF VALVE.
  
 7. SHT P-2 GAS DISTRIBUTION ISOMETRIC. SUBMIT MANUF.
 SPECIFICATION SHEETS FOR THE UNIONS. INDICATE MODEL
 NUMBER AND SHOW BTU CAPACITY FOR TOTAL LOAD OF ALL
 APPLIANCES COMBINED. SECTION 410.2(1)(2)(3).
  
 8. SHT P-2 GAS DISTRIBUTION ISOMETRIC. NOTE REFERENCES
 GAS PIPE SIZE PER TABLE 402.4(2) WHICH IS .5 PSI OR
 LESS, BUT DELIVERY PRESSURE IS INDICATED AT 5 PSI.
 PLEASE CLAIRFY. SECTION 402.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
 WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2009-11-05 Cont ID  
Sent By lmartine Date 2009-11-05 Time 13:53 Rev Time 0.00
Received By lmartine Date 2009-11-05 Time 13:53 Sent To  
Notes
2009-11-05 13:54:42FULL ON REVISION
 C--26
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2009-09-12 Cont ID  
Sent By lmartine Date 2009-07-10 Time 11:43 Rev Time 0.00
Received By lmartine Date 2009-07-10 Time 11:43 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2009-05-05 Cont ID  
Sent By dpalmer Date 2009-05-05 Time 14:02 Rev Time 0.00
Received By dpalmer Date 2009-05-05 Time 14:02 Sent To B
Notes
2009-05-05 14:05:05TO JW
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2008-10-07 Cont ID  
Sent By shill Date 2008-10-07 Time 10:28 Rev Time 0.00
Received By shill Date 2008-10-07 Time 10:28 Sent To  
Notes
2008-10-07 10:32:26TO "COMM" BD#9
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2008-08-25 Cont ID  
Sent By tgordon Date 2008-08-25 Time 08:13 Rev Time 0.00
Received By tgordon Date 2008-08-25 Time 08:13 Sent To  
Notes
2008-08-25 08:14:05TO: COM. BD. #1.
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2008-08-25 Cont ID  
Sent By tgordon Date 2008-07-28 Time 08:12 Rev Time 0.00
Received By tgordon Date 2008-06-18 Time 15:49 Sent To  
Notes
2008-06-18 15:49:29TO "COMM" BD#45
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status P Date 2009-07-09 Cont ID  
Sent By dwise Date 2009-07-09 Time 16:26 Rev Time 0.00
Received By dwise Date 2009-07-09 Time 16:26 Sent To  
Notes
2009-07-09 16:27:13REC#09070700234 ON FILE
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2009-11-06 Cont ID  
Sent By rregueir Date 2009-11-06 Time 13:06 Rev Time 0.00
Received By rregueir Date 2009-11-06 Time 13:06 Sent To  
Notes
2009-11-06 13:06:28REVISED M-1 DELTA 4, M-2 DELTA 5
Review Stop M MECHANICAL (A/C)
Rev No 2 Status N Date 2009-07-29 Cont ID  
Sent By rregueir Date 2009-07-29 Time 08:24 Rev Time 0.00
Received By rregueir Date 2009-07-29 Time 08:20 Sent To  
Notes
2009-07-29 08:23:18PAGE M-1 SUBMITTED FOR ADDITION OF KITCHEN TO ROOFTOP
 CAN NOT BE BROUGHT IN AS A REVISION TO THIS PERMIT AS
 PAGE M-1 ALREADY COVERS A DIFFERENT SCOPE OF WORK UNDER
 THIS PERMIT #. MECHANICAL SCOPE NOT REQUIRED AS PART OF
 THIS REVISION. SUBMIT SEPARATE PLANS AND PERMIT
 APPLICATIONS FOR COMMERCIAL KITCHEN HOOD AND HOOD
 SUPPRESSION SYSTEMS.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status P Date 2009-06-05 Cont ID  
Sent By rregueir Date 2009-06-01 Time 15:06 Rev Time 0.00
Received By rregueir Date 2009-06-01 Time 15:06 Sent To  
Notes
2009-06-05 15:07:43REVIEW FOR THIS SCOPE OF WORK PERFORMED UNDER PROJECT
 PERMIT #08070215
  
 NOTE: EXTENSION AND RELOCATION OF EXISTING KITCHEN
 EXHAUST SHALL BE UNDER SEPARATE PERMIT AND EXCLUDED
 FROM THIS SCOPE OF WORK.
  
 NOTE FOR YOUR INFORMATION: MECHANICAL PLAN SHOWS THE
 KITCHEN EXHAUST FAN AT A MINIMUM HEIGHT OF 40" ABOVE
 THE ROOD SURFACE. ARCHITECTURAL PLANS SHOW THE FAN
 SURROUNDED ON 3 SIDES BY A 42" HIGH PARAPET. IF FAN IS
 TO BE LOCATED IN CLOSE PROXIMITY TO PARAPET (MIN. 2'
 SEPARATION) THE DISCHARGE OPENING OF THE FAN MUST BE
 HIGHER THAN THE PARAPET IN ACCORDANCE WITH FBC-M
 506.5.5.
  
 IF YOU HAVE ANY QUESTIONS PLEASE CONTACT:
 RONALD J. REGUEIRO
 561.805.6719
 [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2009-11-30 Cont ID  
Sent By kstevens Date 2009-11-30 Time 10:26 Rev Time 0.00
Received By kstevens Date 2009-11-30 Time 10:26 Sent To  
Notes
2009-11-30 10:27:21REVISIONS OK -- SHTS P-1, P-2 & P-3.
Review Stop P PLUMBING
Rev No 2 Status F Date 2009-09-23 Cont ID  
Sent By kstevens Date 2009-09-23 Time 15:54 Rev Time 0.00
Received By kstevens Date 2009-09-23 Time 15:54 Sent To  
Notes
2009-09-23 16:02:39DENIED
 REFERENCE:
 FBC-2004 PLUMBING
 FBC-2004 FUEL GAS
 FBC-2004 CHAPTER 1
  
 REVIEW DONE AT THE REQUEST OF THE BUILDING OFFICIAL FOR
 THE PREVIOUS REVIEWER:
  
 A. SHT P-1 SUBMITTED FOR REVISION DOES NOT INDICATE A
 REVISION NUMBER NOR DOES IT INDICATE WHERE THE REVISION
 IS LOCATED BECAUSE OF THE LACK OF REVISION CLOUDS. THAT
 SAID, THE SANITARY PIPING HAS BEEN DELETED, MANY
 FIXTURES HAVE BEEN DELETED FROM THE PLUMBING FIXTURE
 SCHEDULE SUCH AS THE W/C'S, LAVS, FAUCETS, URINAL,
 FLOOR SINKS, HOSE BIBB & WATER HEATER. PLEASE CLARIFY,
 HAVE THESE FIXTURES BEEN CHANGED, DELETED OR BOTH?
 SECTIONS 106.1.1, 106.2 & 106.1.3.
  
 B. SHT P-2 HAS COMPLETLY DIFFERENT INFORMATION THAN
 WHAT IS ON FILE FOR PUBLIC RECORD. WILL ALL THE
 INFORMATION FOR THE BARS BE DELETED? PLEASE CLARIFY.
 SECTIONS 106.1.1, 106.2 & 106.1.3.
  
 *****FROM PREVIOUS REVIEW PERMIT NUMBER 09020194****
  
 1. SHT P-2 SANITARY, (GREASE), RISER DIAGRAM. THE DISH
 WASHER SHALL DISCHARGE VIA A SEPARATE LINE, (SANITARY).
 ARTICLE III SECTION 90-124(7)(B).
  
 2. SHT P-2 SANITARY, (GREASE), RISER DIAGRAM. THE
 COMBINATION DRAIN & VENT SYSTEM SHALL BE PROVIDED WITH
 A DRY VENT CONNECTED AT ANY POINT WITHIN THE SYSTEM.
 SECTION 912.2.2. SYSTEM NOT VENTED.
  
 3. SHT P-2 POTABLE WATER RISER DIAGRAM. A WATER HAMMER
 ARRESTOR IS REQUIRED AT THE DISH WASHER. SECTION 604.9.
  
 4. SHT P-2 GAS DISTRIBUTION ISOMETRIC. A LISTED SHUT
 OFF VALVE SHALL BE INSTALLED IMMEDIATELY AHEAD OF EACH
 MP REGULATOR. SECTION 409.4. A UNION IS REQUIRED
 DOWNSTREAM OF THE SHUT OFF VALVE NEAR THE REGULATOR FOR
 SERVICING & REPLACEMENT.
  
 5. SHT P-2 GAS DISTRIBUTION ISOMETRIC. INDICATE THE
 TOTAL BTU'S FOR THE EXISTING KITCHEN & DISTANCE TO THE
 MOST REMOTE OUTLET IN THE KITCHEN ON THE RISER DIAGRAM.
 SECTION 106.1.2 MORE INFORMATION REQUIRED AND SECTION
 402 PIPE SIZING.
  
 6. SHT P-2 GAS DISTRIBUTION ISOMETRIC. NOTE REFERENCES
 GAS PIPE SIZE PER TABLE 402.4(20) P.E. PIPE. PLEASE
 INDICATE WHERE THE P.E. PIPE WILL BE INSTALLED. (P.E.
 FOR OUTDOOR UNDERGROUND ONLY). SECTION 404.14.1.
  
 7. SHT P-2 GAS DISTRIBUTION ISOMETRIC. PLEASE INDICATE
 GAS TYPE. (IF LP GAS MORE COMMENTS WILL BE
 FORTHCOMING).
  
 8. SHT P-2 GAS DISTRIBUTION ISOMETRIC. A MANUAL SHUT
 OFF VALVE IS REQUIRED UPSTREAM OF THE EMERGENCY HOOD
 SHUT DOWN SHUT OFF VALVE.
  
 9. SHT P-2 GAS DISTRIBUTION ISOMETRIC. SUBMIT MANUF.
 SPECIFICATION SHEETS FOR THE UNIONS. INDICATE MODEL
 NUMBER AND SHOW BTU CAPACITY FOR TOTAL LOAD OF ALL
 APPLIANCES COMBINED. SECTION 410.2(1)(2)(3).
  
 10. SHT P-2 GAS DISTRIBUTION ISOMETRIC. NOTE REFERENCES
 GAS PIPE SIZE PER TABLE 402.4(2) WHICH IS .5 PSI OR
 LESS, BUT DELIVERY PRESSURE IS INDICATED AT 5 PSI.
 PLEASE CLAIRFY. SECTION 402.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUMBER,
 WITH A DESCRIPTION OF THE REVISION MADE,
 IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. REMOVE
 ALL VOID SHEETS FROM ALL PLANS AND PLACE
 ONE SET OF THEM LOOSELY ON TOP OF THE
 COLLATED PLANS TO BE REVIEWED.
 THANK YOU FOR YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status P Date 2009-07-09 Cont ID  
Sent By dwise Date 2009-07-09 Time 16:25 Rev Time 0.00
Received By dwise Date 2009-07-09 Time 16:25 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2009-11-24 Cont ID  
Sent By aaponte Date 2009-11-24 Time 08:59 Rev Time 0.00
Received By aaponte Date 2009-11-24 Time 08:59 Sent To  
Notes
2009-11-24 09:04:12ZONING APPROVAL FOR CHANGES TO THE ROOF TOP TERRACE.
 APPROVAL FOR ANY LANDSCAPE PROPOSED ON ROOF TOP TERRACE
 NECESSARY ACCORDING TO COMMENT ON PERMIT NUMBER
 08070215.
Review Stop Z ZONING
Rev No 2 Status P Date 2008-09-09 Cont ID  
Sent By mflis Date 2008-09-09 Time 08:18 Rev Time 0.00
Received By mflis Date 2008-09-09 Time 08:18 Sent To  
Notes
2008-09-09 08:19:34** MAJOR WORKING DRAWING REVIEW **
  
 ZONING REVIEW: PASS WITH PROVISO:
  
 ** OVERHANG INTO ROW SUBJECT TO AERIAL EASEMENT
 APPROVAL BY CITY COMMISSION
  
 ** SEE ADDITIONAL COMMENTS PERMIT 08070215
  
 MATT FLIS - 822-1445
Review Stop Z ZONING
Rev No 1 Status F Date 2008-06-26 Cont ID  
Sent By mflis Date 2008-06-26 Time 08:36 Rev Time 0.00
Received By mflis Date 2008-06-26 Time 08:36 Sent To  
Notes
2008-06-26 08:42:27ZONING REVIEW: STRUCTURE ONLY- FAIL
  
 1) PLEASE PROVIDE COPIES OF PROPERTY SURVEY WITH ALL
 PERMIT SUBMISSIONS.
  
 2)BUILDING SECTION ON A-3 DOES NOT SEEM TO INDICATED
 OVERHANG ON CLEMATIS STREET SIDE. PLEASE CONFIRM.
  
 3) CONFIRM MAX STRUCTURE HEIGHT TO EAVE OF CUPOLA IS
 63'-1". MAX HEIGHT IN THIS DISTRICT TO THE MEAN OF
 SLOPED ROOF IS 68'-0".
  
 4) ANY BUILDING STRUCTURE WHICH INTRUDES INTO THE ROW
 SHALL REQUIRE AN AIR-RIGHTS EASEMENT AS APPROVED BY THE
 CITY COMMISSION.
  
 MATT FLIS - 822-1445


Account Summary | Usage Policy | Privacy Policy
Copyright © 2005 – 2014, SunGard Pentamation, Inc & City of West Palm Beach, FL – All Rights Reserved