Plan Review Details - Permit 06100891
Plan Review Stops For Permit 06100891
Review Stop AD ADDRESSING
Rev No 3 Status P Date 2007-02-06 Cont ID  
Sent By lursu Date 2007-02-06 Time 15:46 Rev Time 0.00
Received By mawillia Date 2007-02-06 Time 15:46 Sent To  
Notes
2007-02-06 15:47:09THE REVISED SITE PLANS DEPICT THE NEW SITE ADDRESS OF
 2395 NORTHWOOD UNIVERSITY DR.PEMRIT HAS BEEN APPLIED .
  
 LACRAMIOARA URSU
 MIS - GIS SUPPORT SPECIALIST
 CITY OF WEST PALM BEACH
 OFFICE:822-1239
 FAX: 822-1249
 E-MAIL:[email protected]
  
Review Stop AD ADDRESSING
Rev No 2 Status F Date 2006-11-08 Cont ID  
Sent By lursu Date 2006-11-08 Time 15:46 Rev Time 0.00
Received By lursu Date 2006-11-08 Time 15:46 Sent To PC
Notes
2006-11-08 15:50:19FOR THIS NEW STRUCTURE, JUNIOR ACHIVEMENT HEADQUARTERS
 , A NEW SITE ADDRESS HAD BEEN ASSIGNED AS 2395
 NORTHWOOD UNIVERSITY DR, WEST PALM BEACH, FL 33409.THE
 NOTIFICATION LETTER WILL BE SEND TO THE PROPERTY
 OWNER.PLEASE MAKE THE NECESSARY MODIFICATIONS ON THE
 REVISED SITE PLANS AND APPLICATIONS.
  
 LACRAMIOARA URSU
 MIS - GIS SUPPORT SPECIALIST
 E-MAIL:[email protected]
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2006-10-30 Cont ID  
Sent By lursu Date 2006-10-30 Time 09:03 Rev Time 0.00
Received By lursu Date 2006-10-30 Time 09:03 Sent To PC
Notes
2006-10-30 09:04:53SITE ADDRESS FOR THIS NEW BUILDING MUST BE ASSIGNED TO
 NORTHWOOD UNIVERSITY DR.
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2008-04-29 Cont ID  
Sent By jwitmer Date 2008-04-29 Time 15:34 Rev Time 2.22
Received By jwitmer Date 2008-04-29 Time 15:34 Sent To  
Notes
2008-04-29 15:55:59PERMIT: 06100891
 ADD: 2395 NORTHWOOD UNIVERSITY DR.
 CONT: THE WEITZ CO.
 TEL: (561309-7386
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 4THREVIEW
 ACTION: DENIED
  
 1-7) COMPLIED.
  
 8) BUILDING PROVISO: PRODUCT APPROVALS,
 8(5) PRE-ENGINEERED ROOF HATCH, WILL REQUIRE A LOCAL
 PRODUCT APPROVAL, WILL NEED TO FILL OUT WEST PALM BEACH
 FORM FOR SUBMITTAL FOR LOCAL PRODUCT APPROVAL
 A) WILL REQUIRE THE ACTUAL TESTING REPORT
 FROM WHERE PRESSURES WERE DERIVED
 B) WILL ALSO NEED A THIRD PARTY ENGINEER OR
 AGENCY FOR THIRD PARTY QUALITY ASSURANCE PROGRAM 8(9)
 ROOFING ASSEMBLIES, NO ROOFING PERMIT APPLIED FOR, THE
 MIAMI-DADE REPORT # 04-0716.04 FOR STANDING SEAM METAL
 ROOFING IS OK,
 THE ISSUE IS THE MODIFIED BITUMEN REPORT FL
 644/R2/ 06-0626.05 PAGE 21 OF THE REPORT IS THE SHEET
 INDICATED AS THE SUB-SYSTEM THAT WILL BE INSTALLED ON
 THIS PROJECT. THE MAXIMUM DESIGN PRESSURE LISTED IS
 -52.5 WITH LIMITATION # 7.
 LIMITATION # 7 INDICATES WHEN THE PRESSURES IN
 ZONE 2 & 3 ARE GREATER THAN LISTED IN THE REPORT
 ENHANCED FASTENING MUST OCCUR IN THOUGHS ZONES. THIS
 REPORT REQUIRES THE RAS 117 CALCULATION TO BE SUBMITTED
 AND TO BE SIGNED AND SEALED BY EITHER A LICENSED
 ARCHITECT OR ENGINEER.
 ROOFING PERMIT WILL REQUIRE SEPERATE REVIEW , FEES AND
 ASSOCIATED REVIEW.
  
 9)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.
  
 10)THRESHOLD INSPECTION PLANFL 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 DEFINED IN
 THE FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ FT IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS. THIS BUILDING IS OVER 5,000 SQ FT AND AN
 OCCUPANT LOAD OF 500, THUS REQUIRING A THRESHOLD
 INSPECTION PLAN.
  
 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.
  
 11) 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 HAROLD PISKURA MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM AT (561)805-6711 FOR FURTHER
 INFORMATION BEFORE THE PERMIT MAY BE ISSUED.
  
  
 BUILDING PLAN REVIEW
 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-MAILCOMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2008-04-07 Cont ID  
Sent By shill Date 2008-04-07 Time 13:58 Rev Time 0.00
Received By shill Date 2008-04-07 Time 13:38 Sent To  
Notes
2008-04-07 14:17:39****CORRECTIONS****
  
 SAMANTHA HILL, BUILDING PLANS EXAMINER
 561-805-6724 [email protected]
  
 FBCFLORIDA BUILDING CODE 2004
 FBC EBFLORIDA BUILDING CODE 2004 EXISTING BUILDING
 CODE
 FBC RFLORIDA BUILDING CODE 2004 RESIDENTIAL FBC*
 CITY OF WEST PALM BEACH AMENDMENTS TO THE FBC2004
  
 FAC FLORIDA ADMINISTRATIVE CODE
 FSFLORIDA STATUTE
  
 1-7. BUILDING PROVISOS.
  
 8. SEE PREVIOUS LIST REGARDING LOCAL PRODUCT APPROVAL
 FOR ROOF HATCH, FAC9B72.PLEASE SEE ATTACHED, A COPY
 OF THE LOCAL PRODUCT APPROVAL FOR A NYSTROM ROOF HATCH
 FOR THE RHG3630T MODEL, AS AN EXAMPLE OF THE PAPERWORK
 WHICH MAY BE SUBMITTED FOR APPLICATION FOR LOCAL
 PRODUCT APPROVAL.THE PAPERWORK SUBMITTED IS FOR THE
 RHA SERIES ROOF HATCH.A FLORIDA STATE OR LOCAL
 PRODUCT APPROVAL FOR THE ROOF HATCH IS REQUIRED PRIOR
 TO INSTALLATION.IF NOT APPROVED PRIOR TO PERMIT
 ISSUANCE, THIS WILL BE A PROVISO ITEM.
  
 ENHANCED FASTENING AND APPROVED ASSEMBLY INFORMATION
 FOR THE ROOF WILL BE REQUIRED UNDER SEPARATE PERMIT.
  
 9.IMPACT FEES MUST BE PAID TO PALM BEACH COUNTY,
 561-233-5025.THE PLANS MUST BE STAMPED AND THE
 RECEIPT ATTACHED TO THE APPLICATION.
  
 NEW COMMENTS:
  
 10.SEE PREVIOUS LISTS REGARDING THRESHOLD BUILDING
 REQUIREMENTS.THE THRESHOLD INSPECTION PLAN AND
 RESIDENT INSPECTOR AGREEMENT ARE TO REMAIN IN THE
 PACKAGE.THE PRECONSTRUCTION MEETING AND APPROVAL OF
 THE RESIDENT INSPECTOR MUST BE FACILITATED BY HAROLD
 PISKURA, INSEPCTION SERVICES, 561-805-6711, PRIOR TO
 PERMIT ISSUANCE.I SPOKE WITH THE CONTRACTOR ON THE
 TELEPHONE, AND HE SAID THAT THIS WAS ALREADY DONE, BUT
 HAROLD PISKURA SAID THAT THIS WAS NOT DONE.PLEASE
 NOTE THAT FAILURE TO ADDRESS THESE ITEMS WILL RESULT IN
 PERMIT DELAYS, ESPECIALLY AS THE DESIGNER HAS DECLARED
 AN ASSEMBLY OCCUPANCY BUILDING (THEREFORE, THIS IS A
 THRESHOLD JOB, STATUTORY REQUIREMENT FS553.71(7)).
  
 11.A BUILDING REVIEW OF ENERGY CALCS IS REQUIRED
 EVERY TIME THAT A NEW ENERGY CALC IS SUBMITTED.PLEASE
 CONFIRM THAT ALL BUILDING COMPONENTS ON THE PLAN ARE
 INCLUDED IN THE ENERGY CALC SUCH AS DOORS, WINDOWS,
 INSULATION, HOT WATER HEATER, COFFERED CEILINGS,
 CORRECT FLOOR AREA, ETC.PLEASE HAVE THE DESIGNER
 CONFIRM THAT ALL COMPONENTS WERE INCLUDED IN THE ENERGY
 CALC INPUT DATA REPORT.FAILURE TO DO SO WILL RESULT
 IN PERMIT ISSUANCE DELAYS.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2007-11-05 Cont ID  
Sent By jwitmer Date 2007-11-05 Time 09:35 Rev Time 3.00
Received By jwitmer Date 2007-11-05 Time 09:35 Sent To  
Notes
2007-11-05 10:17:43PERMIT: 06100891
 ADD: 2395 NORTHWOOD UNIVERSITY DR.
 CONT: THE WEITZ CO.
 TEL: (561309-7386
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 4THREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS
 NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3-4) COMPLIED.
  
 5) BUILDING PROVISO: 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL
 BE PERFORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT
 THE CONDITION OF ADJACENT PROPERTY, UNLESS SUCH
 ACTIVITY IS PERMITTED TO AFFECT SAID PROPERTY PURSUANT
 TO A CONSENT BY THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE APPLICABLE PROPERTY
 OWNER. THIS INCLUDES BUT IS NOT LIMITED TO THE CONTROL
 OF DUST, NOISE, WATER OR DRAINAGE RUN-OFF, DEBRIS, AND
 THE STORAGE OF CONSTRUCTION MATERIALS. NEW CONSTRUCTION
 ACTIVITY SHALL NOT ADVERSELY IMPACT HISTORIC SURFACE
 WATER DRAINAGE FLOWS SERVING ADJACENT PROPERTIES, & MAY
 REQUIRE SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
 FT OF PERMEABLE LAND AREA ON ANY PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 6) BUILDING PROVISO: 109.3.10.1 HURRICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW
 CONSTRUCTION RELATED MATERIALS EQUIPMENT AND DEBRIS TO
 REMAIN LOOSE OR OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE WATCH HAS BEEN
 ISSUED UNTIL THE HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND
 DEBRIS SHALL BE EITHER REMOVED FROM THE CONSTRUCTION
 SITE OR SECURED IN SUCH A MANNER AS TO MINIMIZE THE
 DANGER OF SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND
 DEBRIS CAUSING DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS. ANY PERSONS WHO FAILS TO COMPLY TO REMOVE OR
 SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS
 WITHIN 24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED
 SHALL BE SUBJECT TO A FINE NOT TO EXCEED $500.00.IN
 ADDITION TO THE ABOVE, A LICENSED CONTRACTOR WHO
 VIOLATES THIS SECTION SHALL BE SUBJECT TO DISCIPLINE
 PURSUANT TO SECTION 113 OF THIS CHAPTER.
  
 7) BUILDING PROVISO: THE BUILD OUT FOR THE EXCHANGE
 CITY AND FINANCE PARK WILL BE UNDER A SEPERATE PERMIT.
  
 8) BUILDING PROVISO: PRODUCT APPROVALS,
 8(5) PRE-ENGINEERED ROOF HATCH, WILL REQUIRE A LOCAL
 PRODUCT APPROVAL, WILL NEED TO FILL OUT WEST PALM BEACH
 FORM FOR SUBMITTAL FOR LOCAL PRODUCT APPROVAL
 A) WILL REQUIRE THE ACTUAL TESTING REPORT
 FROM WHERE PRESSURES WERE DERIVED
 B) WILL ALSO NEED A THIRD PARTY ENGINEER OR
 AGENCY FOR THIRD PARTY QUALITY ASSURANCE PROGRAM 8(9)
 ROOFING ASSEMBLIES, NO ROOFING PERMIT APPLIED FOR, THE
 MIAMI-DADE REPORT # 04-0716.04 FOR STANDING SEAM METAL
 ROOFING IS OK,
 THE ISSUE IS THE MODIFIED BITUMEN REPORT FL
 644/R2/ 06-0626.05 PAGE 21 OF THE REPORT IS THE SHEET
 INDICATED AS THE SUB-SYSTEM THAT WILL BE INSTALLED ON
 THIS PROJECT. THE MAXIMUM DESIGN PRESSURE LISTED IS
 -52.5 WITH LIMITATION # 7.
 LIMITATION # 7 INDICATES WHEN THE PRESSURES IN
 ZONE 2 & 3 ARE GREATER THAN LISTED IN THE REPORT
 ENHANCED FASTENING MUST OCCUR IN THOUGHS ZONES. THIS
 REPORT REQUIRES THE RAS 117 CALCULATION TO BE SUBMITTED
 AND TO BE SIGNED AND SEALED BY EITHER A LICENSED
 ARCHITECT OR ENGINEER.
 ROOFING PERMIT WILL REQUIRE SEPERATE REVIEW , FEES AND
 ASSOCIATED REVIEW.
  
 9)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.
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
 BUILDING PLAN REVIEW
 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-MAILCOMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-06-18 Cont ID  
Sent By jwitmer Date 2007-06-18 Time 15:27 Rev Time 3.33
Received By jwitmer Date 2007-06-18 Time 15:27 Sent To  
Notes
2007-06-18 15:44:14PERMIT: 06100891
 ADD: 2395 NORTHWOOD UNIVERSITY DR.
 CONT: THE WEITZ CO.
 TEL: (561309-7386
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RDREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS
 NOT ACTUALLY COMMENCED
 WITHIN 90 DAYS AFTER THE RECORDING
 THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3A) NEW ARCHITECTURAL SHEETS WERE ADDED AS REVISION# 2
 DATED 3/13/07 THE COVERSHEET,A2.2,A4.01, A4.11,&
 A4.23 PLEASE SEE THAT THE SIGNATURE ON THESE SHEETS IS
 DIFFERENT FROM THE PREVIOUS SHEETS,
 AND ALSO SEE THE FIRMS SEAL WAS USED INSTEAD OF THE
 DESIGN PROFESSIONAL JAMES HOWELL. NOTE ONE SET OF PLANS
 WILL BE RETAINED FOR POSSIBLE SUBMITTAL TO THE STATE OF
 FLORIDA AND BOARD OF ARCHITECTS.
  
 3B) PLEASE HAVE THE SIGNATURE SHEET FORMERLY SUBMITTED,
 SEALED WITH THE CORRECT SEAL BY THE DESSIGN
 PROFESSIONAL JAMES HOWELL AND THE NOTARYAFFIX THE
 PROPER WORDAGE & DATE REQUIRED UNDER THE PROVISIONS OF
 THE NOTARY AGREEMENT WITH THE STATE OF FLORIDA.
  
 4) COMMENT# 8 FROM THE 2NDREVIEW;FBC* 105.3
 RESIDENT INSPECTOR. SUBMIT INSPECTOR RESUME' AND
 LICENSE DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF THE
 RESIDENT INSPECTOR PROGRAM.A RESIDENT INSPECTOR
 PROGRAM IS REQUIRED, ON THIS PROJECT, DUE TO ONE OR
 MORE OF THE FOLLOWING:
  
 XX - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 5) BUILDING PROVISO: 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL
 BE PERMORMED IN A MANNER SO AS NOT TO ADVERSELY IMPACT
 THE CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT SAID PROPERTY
 PURSUANT TO A CONSENT BY THE APPLICABLE PROPERTY OWNER,
 UNDER TERMS & CONDITIONS AGREEABLE TO THE APPLICABLE
 PROPERTY OWNER.THIS INCLUDESBUT IS NOT LIMITED TO THE
 CONTROL OF DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION MATERIALS. NEW
 CONSTRUCTION ACTIVITY SHALL NOT ADVERSELY IMPACT
 HISTORICSURFACE WATER DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL DRAINAGE DESIGN
 COMPLYING WITH ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS,AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR ITEMS, ON EXISTING
 PROPERTIES RESULTING IN A DECREASE IN EXCESS OF 800SQ
 FT OF PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A PROFESSIONALLY
 PREPARED DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE
 WITH THIS PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A LICENSED ENGINEER
 SHALL BE SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 6) BUILDING PROVISO:109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO ALLOW
 CONSTRUCTION RELATED MATERIALS EQUIPMENT AND DEBRIS TO
 REMAIN LOOSE OR OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE WATCH HAS BEEN
 ISSUED UNTIL THE HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND
 DEBRIS SHALL BE EITHER REMOVED FROM THE CONSTRUCTION
 SITE OR SECURED IN SUCH A MANNER AS TO MINIMIZE THE
 DANGER OF SUCH CONSTRUCTION MATERIALS, EQUIPMENT AND
 DEBRIS CAUSING DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS. ANY PERSONS WHO FAILS TO COMPLY TO REMOVE OR
 SECURE THE CONSTRUCTION MATERIALS EQUIPMENT AND DEBRIS
 WITHIN 24 HRS AFTER A HURRICANE WATCH HAS BEEN ISSUED
 SHALL BE SUBJECT TO A FINE NOT TO EXCEED $500.00. IN
 ADDITION TO THE ABOVE, A LICENSED CONTRACTOR WHO
 VIOLATES THIS SECTION SHALL BE SUBJECT TO DISCIPLINE
 PURSUANT TO SECTION 113 OF THIS CHAPTER.
  
 7) PROVISO: THE BUILD OUT FOR THE EXCHANGE CITY AND THE
 FINANCE PARK WILL BE UNDER SEPERATE PERMIT.
  
  
 8)NOTE THIRD REVIEW, NOT A SINGLE PRODUCT APPROVAL
 WAS SUBMITTED.FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESHOLD OR RESIDENT
 INSPECTOR) OF PRODUCT TESTING REPORTS,MISSING REPORTS
 ARE AS FOLLOWS:
 1) FIXED WINDOWS- STOREFRONT
 2) OPERTABLE WINDOWS
 3) GLAZED DOORS, BOTH SWING AND SLIDE
 4) METAL HOLLOW CORE EXTERIOR DOORS & LOUVERS.
 5) PRE-ENGINEERED ROOF ACCESS HATCHES
 6) MULLIONS VERTICAL & HORIZONTAL
 7) EXTERIOR ROLL UP, OR SECTIONAL DOOR
 8) SKYLIGHTS
 9)PANEL WALL SYSTEMS: SIDING, SOFFITS, EFIS
 SYSTEMS, LOUVERS
 9)ROOFING ASSEMBLIES,
 10) PRE-ENGINEERED ROOF STANDS
  
 9)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.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-02-06 Cont ID  
Sent By jwitmer Date 2007-02-06 Time 14:16 Rev Time 3.33
Received By jwitmer Date 2007-02-06 Time 14:16 Sent To  
Notes
2007-02-06 14:32:48PERMIT: 06100891
 ADD: 2395 NORTHWOOD UNIVERSITY DR.
 CONT: THE WEITZ CO.
 TEL: (561309-7386
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. 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.
  
 3) COMMENT# 6 FROM THE PREVIOUS REVIEW,
 SOILS REPORTS ARE TO BE ORIGINAL SIGNATURE &SEAL.
 PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND
 BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 4) COMMENT# 8 FROM THE PREVIOUS REVIEW;
 FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF
 THE RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
  
 5) BUILDING PROVISO:
 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 6) BUILDING PROVISO:
 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.
 ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 7) PROVISO: THE BUILD OUT FOR THE EXCHANGE CITY AND THE
 FINANCE PARK WILL BE UNDER SEPERATE PERMIT.
  
 8) FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 FLAT ROOF - PRODUCT APPROVALS HAD LOW PRESSURES
 PRE-ENGINEERED ROOF STANDS REQUIRES FLORIDA APPROVALS
  
 9)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.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-11-21 Cont ID  
Sent By jwitmer Date 2006-11-21 Time 10:02 Rev Time 8.88
Received By jwitmer Date 2006-11-21 Time 10:02 Sent To  
Notes
2006-11-21 16:52:31BUILDING PLAN REVIEW
 PERMIT: 06100891
 ADD: 2395 NORTHWOOD UNIVERSITY DR.
 CONT: THE WEITZ CO.
 TEL: (561309-7386
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. 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.
  
 3) DISCREPANCY) PLEASE CORRECT THE ADDRESS ON
 THE PERMIT APPLICATION, THE ACTUAL SITE ADDRESS IS ALSO
 WRONG ON ALL PLANS, SITE ADDRESS IS 2600 NORTH MILITARY
 TRAIL.
  
 4A) SP-2 THE MONUMENT SIGN INDICATED ON THIS SHEET WILL
 REQUIRE A SEPERATE PERMIT.
 4B) NOTE: PLEASE CONTACT LILI URSA @ 822-1239 FOR
 ADDRESSING OF ALL BUILDINGS ON THE NORTHWOOD CAMPUS. MS
 URSA WILL NEED A CURRENT SITE PLAN OF ALL STRUCTURES
 AND
 A CONTACT PERSON & TELEPHONE NUMBER.
  
 5 ) 110.2* W. P. B. ADMINISTRATIVE
 CODE, INFORMATION THAT IS REQUIRED FOR
 RECORD KEEPING & FOR CERTIFICATE OF
 OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 B) FLOOD ZONE : A8 MINIMUM ELEVATION 16'-6". THE
 FINISHED FLOOR LEVEL SHALL BE
 VERIFIED BY A SIGNED AND SEALED ELEVATION CERTIFICATE.
 C) OCCUPANT LOADS
 D) OCCUPANCY SEPERATION: NONSEPERATED OR SEPERATED
 USES
  
 6) FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICALREPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 7)FBC 13-103.1.1.1THE PROFESSIONALS RESPONSIBLE FOR
 THE DESIGN OF THE
 BUILDING AND THE ELECTRICAL,
 LIGHTING, MECHANICAL AND PLUMBING
 SYSTEMS SHALL EACH SIGN THE ENERGY CODE
 COMPLIANCE FORM, TO CERTIFY COMPLIANCE.
  
 8) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF
 THE RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 - PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 - BUILDINGS OVER 2 STORIES IN HEIGHT
 - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION (TILT WALL).
  
 8) 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.
  
 9) NOTE, 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES. ACCORDINGLY,
 DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 10) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.
 ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 11)SHEET SP2 THIS SITE PLAN INDICATES THE WALKWAYS
 AND PAVEMENT THAT ARE AJACENT TO THE NEW BUILDING. THE
 PLAN FAILS TO INDICATE ALL ACCESSIBLE
 EXITS (EXIT DISCHARGE) AS REQUIRED IN ACCESSIBLE
 BUILDINGS:
 NEW CONSTRUCTION. 11-4.1.3(8)(II) ACCESSIBLE ENTRANCES
  
 MUST BE PROVIDED IN A NUMBER AT LEAST EQUIVALENT TO
 THE
  
 NUMBER OF EXITS REQUIRED BY THE APPLICABLE
 BUILDING/FIRE
 CODES. SHEET A1.10 INDICATES THE REQUIRED EXITS BUT
 THE
  
 PLANS ARE MISSING THE ACCESSIBLE ROUTE FOR THOSE
 EXITS.
  
 10) SHEET A1.11 THE GIRLS AND BOYS GANGED RESTROOMS
 ROOM # 114, 115, 137 & 138ALL HAVE THE SAME ISSUE,IN
  
 NEW CONSTRUCTION THE TOLIET STALLS REQUIRE THE LAV TO
 BE IN
 THE STALL SEE 11-4.17.3, NEW CONSTRUCTION (IN GRAY),
 (1) THE
 STANDARD ACCESSIBLE RESTROOM STALL SHALL CONTAIN AN
 ACCESSIBLE
 LAVATORY WITHIN IT, THE SIZE OF SUCH LAVATORY TO BE NOT
 LESS THAN
 19 INCHES WIDE BY 17 INCHES (483 MM BY 432 MM) DEEP,
 NOMINAL
 SIZE, AND WALL MOUNTED. THE LAVATORY SHALL BE MOUNTED
 SO AS NOT
 TO OVERLAP THE CLEAR FLOOR SPACE AREAS REQUIRED BY
 SECTION 11-4.17
 [SEE FIGURE 11-30 (A) AND FIGURE 11-30 (E)] AND TO
 COMPLY WITH
 SECTION 11-4.19 OF THE CODE. SUCH LAVATORIES SHALL BE
 COUNTED
 AS PART OF THE REQUIRED FIXTURE COUNT FOR THE
 BUILDING.
  
 (2)THE ACCESSIBLE WATER CLOSET SHALL BE LOCATED IN
 THE CORNER,
 DIAGONAL TO THE DOOR.
  
 12)SHEET A4.01 DETAILS 3&4 ENTRYINFORMATION AND
 RECEPTION COUNTER
 BOTH NEED TO COMPLY WITH SECTION 11-4.32.4 HEIGTH OF
 COUNTERS.11-4.32.4
 HEIGHT OF TABLES OR COUNTERS. THE TOPS OF ACCESSIBLE
 TABLES AND COUNTERS
 SHALL BE FROM 28 INCHES TO 34 INCHES (710 MM TO 865 MM)
 ABOVE THE FINISH
 FLOOR OR GROUND.
  
 13)PLANS FOR THE INTERIOR BUILD OUT FOR ROOM 102
 EXCHANGE CITY AND
 ROOM 146FINANCE PARK DO NOT INDICATE ANY INFORMATION
 AT THIS TIME.
 THERE IS NO COMMENT ON EGRESS OR ACCESSIBILITY ISSUES
 AT THIS TIME.
  
 14)SHEETS A1.11 - A1.13 INDICATE VARIOUS WALL
 ASSEMBLIES BUT
 FAIL TO PROVIDE A SHEET WITH THE ASSEMBLIES DETAILED?
 106.1.2*
 ADDITIONAL INFORMATION REQUIRED.
  
 15) SHEETS A1.12 & A1.13 BOTH HAVE AN ASSEMBLY
 OCCUPANCY BUT ARE TRUELY EDUCATIONAL USAGE CHILDREN IN
 SCHOOL HIGH SCHOOL GRADES AND LOWER.
 THESE ROOMS STILL NEED AN EMERGENCY ESCAPE WINDOW SINCE
 THE CODE SPECIFICALLY STATES WINDOWEVEN THOUGH THERE
 ARE DOORS TO THE EXTERIOR.
 1025.4.1
 EVERY ROOM OR SPACE GREATER THAN 250 SQUARE FEET (23.2
 M 2 ) IN EDUCATIONAL OCCUPANCIES USED FOR CLASSROOM OR
 OTHER EDUCATIONAL PURPOSES OR NORMALLY SUBJECT TO
 STUDENT OCCUPANCY AND EVERY ROOM OR SPACE NORMALLY
 SUBJECT TO CLIENT OCCUPANCY, OTHER THAN BATHROOMS, IN
 GROUP D OCCUPANCIES SHALL HAVE NOT LESS THAN ONE
 OUTSIDE WINDOW FOR EMERGENCY RESCUE THAT COMPLIES WITH
 THE FOLLOWING:
 1.SUCH WINDOWS SHALL BE OPENABLE FROM THE INSIDE
 WITHOUT THE USE OF TOOLS AND SHALL PROVIDE A CLEAR
 OPENING OF NOT LESS THAN 20 INCHES (508 MM) IN WIDTH,
 24 INCHES (610 MM) IN HEIGHT, AND 5.7 SQUARE FEET (0.53
 M 2 ) IN AREA.
 2.THE BOTTOM OF THE OPENING SHALL BE NOT MORE THAN
 44 INCHES (1118 MM) ABOVE THE FLOOR, AND ANY LATCHING
 DEVICE SHALL BE CAPABLE OF BEING OPERATED FROM NOT MORE
 THAN 54 INCHES (1372 MM) ABOVE THE FINISHED FLOOR.
 1025.1EXCEPTION# 1IS FOR BLDG WITH FIRE SPRINKLER BUT
 102.1* WHERE , IN ANY CASE DIFFERENT SECTIONS OF THE
 CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC REQUIREMENT SHALL BE
 APPLICABLE.
  
 16)1609.1.4 PROTECTION OF OPENINGS.
 IN WIND-BORNE DEBRIS REGIONS, EXTERIOR
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IN THE LOWER 60 FEET (18.3 M) IN
 BUILDINGS SHALL BE ASSUMED TO BE
 OPENINGS AND THE BALANCE OF GLAZED
 OPENINGS IN THE REST OF THE BUILDING
 SHALL BE ASSUMED TO BE ZERO UNLESS SUCH
 GLAZING THAT RECEIVES POSITIVE PRESSURE
 IS IMPACT RESISTANT OR PROTECTED WITH AN
 IMPACT RESISTANT COVERING MEETING THE
 REQUIREMENTS OF SSTD 12, ASTM E 1886 AND
 ASTM E 1996, OR MIAMI-DADE TAS 201, 202
 AND 203 REFERENCED THEREIN AS FOLLOWS:
 1.GLAZED OPENINGS LOCATED WITHIN 30
 FEET (9.1 M) OF GRADE SHALL MEET THE
 REQUIREMENTS OF THE LARGE MISSILE TEST.
 2.GLAZED OPENINGS LOCATED MORE THAN
 30 FEET (9.1 M) ABOVE GRADE SHALL MEET
 THE PROVISIONS OF THE SMALL MISSILE
 TEST.
  
 FL BLD CODE 1609.1.4: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 1) FIXED WINDOWS- STOREFRONT
 2) OPERTABLE WINDOWS
 3) GLAZED DOORS, BOTH SWING AND SLIDE
 4) METAL HOLLOW CORE EXTERIOR DOORS & LOUVERS.
 5) PRE-ENGINEERED ROOF ACCESS HATCHES
 6) MULLIONS VERTICAL & HORIZONTAL
 7) EXTERIOR ROLL UP, OR SECTIONAL DOOR
 8) SKYLIGHTS
 9)PANEL WALL SYSTEMS: SIDING, SOFFITS, EFIS
 SYSTEMS, LOUVERS
 9)ROOFING ASSEMBLIES,
 10) PRE-ENGINEERED ROOF STANDS
  
 NOTE PLEASE REVIEW COMMENT# 8:)W P B ADMINISTRTIVE
 CODE 106.3.3*
 PRODUCT APPROVALS. THOSE PRODUCTS 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.
  
 ADDITIONAL COMMENTS MAY APPEAR ON THE NEXT REVIEW
 BECAUSE OF THE
 FIRST ROUND RESPONCES OR ADDITIONAL INFORMATION
 REQUESTED.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 6 Status P Date 2008-04-17 Cont ID  
Sent By dpalmer Date 2008-04-17 Time 15:58 Rev Time 0.00
Received By dpalmer Date 2008-04-17 Time 15:58 Sent To  
Notes
2008-04-17 16:07:36PERMIT APPLICATION MISSING IN RE-SUBMITTAL PACKAGE.
 SPOKE TO ALLEN GAST, WHO WILL BRING IN PERMIT APPL.
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2008-03-08 Cont ID  
Sent By dpalmer Date 2008-03-08 Time 16:37 Rev Time 0.00
Received By dpalmer Date 2008-03-08 Time 16:37 Sent To  
Notes
2008-03-08 16:38:02** DENIED 5TH REVIEW**
  
  
 1) NOTE: PLEASE SEE PREVIOUS REVIEW SPECIFICALLY
 REQUESTED FOR A THIRD SET OF ELECTRICAL SHEETS AS ONE
 SET OF ELECTRICAL PLANS AND ENERGY CALCULATIONS WERE
 BEING RETAINED BY THIS OFFICE. PLEASE SEE THAT ONE OF
 THE THREE SETS OF PLANS SUBMITTED ARE MISSING THE THIRD
 SET OF ELECTRICAL PLANS. THE RETAINED PLANS BY THIS
 OFFICE MAY NOT BE USED. IN EITHER CASE AS WAS NOTED ON
 PREVIOUS REVIEW AND NOTES BELOW THERE ARE SHEET(S)
 WHICH WILL BE REQUIRED TO BE CHANGED OUT ALONG WITH NEW
 CALCULATIONS.
 FBC 106.1 REQUIRES TWO COMPLETE SETS OF PLANS AND WHEN
 A THRESHOLD OR SPECIAL INSPECTOR REQUIRES THREE
 COMPLETE SETS.
 ** PLEASE BE SURE TO SUBMIT.
  
 2) NOTE: PLEASE SEE 13-415.1AB.1, 13-415.1.A, 13-415.2,
 13-400.3.A. PLEASE COORDINATE ALL LIGHTING IN THE
 ENERGY CALCULATIONS AND THE INPUT DATA REPORT.
 PREVIOUS REVIEW(S) NOTED TO SEE LIGHTING FIXTURES SUCH
 AS H/H1 WHICH ARE SHOWN AS 1005WATT FIXTURES ON THE
 FIXTURE LEGEND AND NOT THE SAME IN THE IDR.IT WAS
 NOTED BY THIS OFFICE THAT PERHAPS THIS WAS A MISPRINT
 HOWEVER THE PLANS ARE STILL SHOWING THESE FIXTURES ON
 THE FIXTURE LEGEND AS 1005WATTS.
 PLEASE SEE THESE SAME FIXTURES ON THE IDR ARE SHOWN AS
 100W AND 175W. (IDR UNDER LOBBY SHOWS 175W FIXTURES
 WHEN THE FIXTURE LEGEND DOES NOT SHOW ANY 175W FIXTURES
 FOR THE FIXTURES AS NOTED ON PLANS. THE PLANS SHOW H
 AND H1.
 PLEASE SEE OTHER AREAS OF THE IDR SHOW 100W FOR THE
 SAME TYPES OF FIXTURES.
 ** THESE SIMPLY DO NOT CORRELATE.
 PLEASE SEE MISSING F1 FIXTURES FROM FIXTURE LEGEND. THE
 COUNT IS ON THE IDR, AND SEEMS TO BE THE SAME TYPE AS F
 BUT ONLY WITH BATTERY BACK UP HOWEVER AS THIS FIXTURE
 IS NOT LISTED IT CAN NOT BE ASSUMED.
 A MINOR ITEM IS THE IDR IS SHORT ONE 96W FIXTURE. THE
 PLANS SHOW 107 OF THE 96W FIXTURES IN AREAS RTU-1 AND
 RTU-2.
 PLEASE SEE THE EXTERIOR LIGHTING IDR WHICH INDICATES
 SOME FIXTURES BEING REQUIRED BY HEALTH, LIFE SAFETY
 STATUTE OR ORDINANCE. THERE IS NO KNOWN REQUIREMENT BY
 ANY STATUTE, OR ORDINANCE KNOWN TO THIS OFFICE.
 ** PLEASE BE SURE TO SUBMIT THREE SETS AND SEE THE
 FOLLOWING COMMENT. PLEASE ALSO BE SURE THE OWNER AGENT
 IS SIGNED ON CERTIFICATION SHEET.
  
 3) NOTE: PLEASE SEE AS NOTED JUST ABOVE, PLEASE BE SURE
 TO SUBMIT THREE SIGNED, DATED AND SEALED SETS OF ENERGY
 CALCULATIONS. THE STATE STATUE 471.025 AND FLORIDA
 ADMINISTRATIVE CODE 61G15-23.002 REQUIRES ALL TO
 CONTAIN ORIGINAL SIGNATURE, DATE AND RAISED SEAL. MAY
 NOT SUBMIT COLORED PHOTO-COPIES IN LIEU OF ORIGINAL
 SIGNATURE DATE AND RAISED SEAL.
 PLEASE SEE ONLY TWO SETS OF ENERGY CALCULATIONS
 SUBMITTED CONTAINED ORIGINAL SIGNATURES, DATES AND
 RAISED SEALS.
  
 4) NOTE: PLEASE SEE AS STATED ON PREVIOUS REVIEW DUE TO
 THE REVIEWS, SUBMITTED DOCUMENTS ALONG THE WAY THE
 ENERGY CALCULATIONS HAVE NOT BEEN REVIEWED THREE
 CONSECUTIVE TIMES. PLEASE KNOW THAT WITH RESPECT TO FS
 553.80(2)(B) AND REPEAT CODE COMPLIANCE COMMENTS.
 PLEASE KNOW THIS OFFICE WILL BE REQUIRED TO ASSESS THE
 FINE AS REQUIRED BY THE STATE STATUTE OF $50, 400 ON
 THE NEXT REVIEW IF THESE CODE SECTIONS ARE REPEATED.
 ** PLEASE BE SURE TO GO OVER ALL ITEMS AND COORDINATE
 PLANS WITH THE IDR.
  
 ** THIS OFFICE EXPRESSES THAT IF THERE ARE ANY
 COMMENTS, QUESTIONS OR CLARIFICATION NEEDED TO PLEASE
 DO NOT HESITATE IN CONTACTING THIS OFFICE.
 PLEASE SEE BELOW FOR CONTACT INFORMATION.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE PICKED UP FOR
 CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE ALL
 OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED SHEETS
 INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING. DO NOT
 LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
 TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY
 DELAYS.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2007-11-02 Cont ID  
Sent By dpalmer Date 2007-11-02 Time 16:43 Rev Time 0.00
Received By dpalmer Date 2007-11-02 Time 16:43 Sent To B
Notes
2007-11-02 16:45:15** PLANS WERE REMOVED FROM INCOMING. PLANS ROUTED TO
 BUILDING REVIEWER AFTER ELECTRICAL REVIEW WSA
 COMPLETED. PLANS WILL BE PLACED ON THE COMM BOARD AFTER
 BUILDING REVIEW.
2007-11-02 16:44:10 
 ** DENIED 4TH REVIEW **
  
 *** PLEASE SEE AS THE ENERGY CALCULATIONS WERE NOT
 SUBMITTED ON THE PREVIOUS REVIEW AS STATED IN NOTE # 2
 DATED 6/4/07 A REVIEW ON THE ENERGY CALCULATIONS WERE
 NOT ABLE TO BE DONE UNTIL THIS REVIEW.
 REVIEW OF OTHER PREVIOUS CODE COMMENTS WAS DONE.
  
 1) NOTE: PLEASE SEE THE ENERGY CALCULATIONS AS
 SUBMITTED ARE IN NEED OF COMPLIANCE WITH THE FBC
 CHAPTER 13.
 PLEASE SEE THE VERSION AS NOW SUBMITTED IS INCORRECT
 FOR THE PERMIT APPLIED DATE. THIS PROJECT WAS SUBMITTED
 UNDER THE 2004 FBC BEFORE THE DECEMBER 8TH, 2006
 CHANGES THEREFORE THE VERSION AS ADOPTED SHOULD BE
 2.11.
 13-415.1.A, 13- 400.3.A
 PLEASE SEE THAT THE INFORMATION ON THE INPUT DATA
 REPORT DOES NOT CORRELATE WITH LIGHTING AS SHOWN ON
 PLANS. ANY REFERENCE TO THE INPUT DATA REPORT ON THE
 COMMENT AS NOTED WILL BE ABBREVIATED AS IDR.
 PLEASE SEE THE AMOUNT OF FIXTURES AND WATTAGES OF
 FIXTURES ON THE IDR DO NOT MATCH WITH THE FIXTURES ON
 PLANS.
 FOR EXAMPLE: PLEASE SEE THE EXTERIOR LIGHTING FIXTURES
 WHICH ON PLANS ACTUALLY SHOW MORE FIXTURES THAN IN
 CALCULATIONS. SEE THAT FIXTURE *C* IS ACTUALLY
 MISSING.
 PLEASE SEE THE INTERIOR LIGHTING AS THERE IS FIXTURES
 ON PLANS WHICH ARE NOT IN THE IDR. FOR EXAMPLE:
 FIXTURES H, H1, J, L ARE NOT IN THE IDR. FIXTURE H, IS
 SHOWN AS 1005 WATTS ON THE LIGHTING FIXTURE SCHEDULE
 WHICH APPEARS TO BE A MISPRINT. PLEASE SEE THE IDR AS
 THESE FIXTURES ABOVE WHICH ARE 75W AND 100W FIXTURES
 ARE NOT LISTED AT ALL.
 PLEASE SEE THE NUMBER OF FIXTURES IN ROOMS AND OTHER
 AREAS ARE MISSING. FOR EXAMPLE: WHERE ARE THE FIXTURES
 *H* IN THE IDR?
  
 ** THESE ARE SOME EXAMPLES GIVEN.
 PLEASE COORDINATE ALL LIGHTING ON PLANS AND FIXTURE
 SCHEDULE WITH THE ENERGY CALCULATIONS AND THE INPUT
 DATA REPORTS.
 ** PLEASE SEE THE OWNER AGENT WILL NEED TO SIGN THE
 CERTIFICATION SHEET ALSO.
  
 2) NOTE: PLEASE KNOW AS THE ENERGY CALCULATIONS WERE
 NOT SUBMITTED PREVIOUSLY FS 553.80(2)(B) DOES NOT APPLY
 AT THIS TIME. PLEASE BE SURE TO COORDINATE.
 ** PLEASE KNOW THAT ONE SET OF ELECTRICAL PLANS AND ONE
 SET OF ENERGY CALCULATIONS ARE BEING RETAINED BY THIS
 OFFICE.
 WHEN RESUBMITTING PLANS PLEASE BE SURE TO INCLUDE ONE
 NEW ELECTRICAL SET IN THE THIRD SET OF PLANS.
 ** IF ANY ELECTRICAL SHEETS ARE BEING REPLACED IN OTHER
 TWO SETS DUE TO NOTES ABOVE, PLEASE REMOVE OLD/VOIDED
 SHEETS AND INSERT NEW SHEETS INTO SETS.
  
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE PICKED UP FOR
 CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE ALL
 OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED SHEETS
 INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING. DO NOT
 LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY
 DELAYS.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2007-06-04 Cont ID  
Sent By dpalmer Date 2007-06-04 Time 18:47 Rev Time 0.00
Received By dpalmer Date 2007-06-04 Time 17:18 Sent To  
Notes
2007-06-04 18:47:48** UNSAT 3RD REVIEW **
  
  
 1) NOTE: PLEASE SEE BUILDING REVIEW COMMENTS WITH
 RESPECT TO THE INVALID SEAL ON REVISED CS, SP AND A
 SHEETS. THIS INFORMATION WAS FORWARDED TO THE BUILDING
 REVIEWER FOR VIOLATION OF FLORIDA STATUTES 481
  
 2) NOTE: PLEASE SEE THAT NO ENERGY CALCULATIONS WERE
 SUBMITTED BACK IN PACKAGE FOR REVIEW. NO REVIEW FOR
 COORDINATION WITH PLANS, FOR LIGHTING LEVELS, CONTROLS
 ETC COULD BE DONE.
 PLEASE SEE FBC 13-415.1.AB.1, 13-415.2,13-103.1.1.1.
 PLEASE SEE PREVIOUS NOTE WITH RESPECT TO AREAS GREATER
 THAN 25K SQ FT. PLEASE SEE PLANS MENTIONS ONLY ONE
 LIGHTING CONTROL PANEL AND SYSTEM. PLEASE SEE CODE
 SECTION GIVEN ABOVE AS NOTED ON PREVIOUS REVIEW.
 PLEASE SEE THE DOORWAYS WHICH ACCESS THE STORAGE ROOM
 (#117) DOES NOT SEEM TO CONTAIN ANY OVER RIDE DEVICE AT
 THE POINT OF ENTRANCE. WILL THE OS DEVICE COVER ACROSS
 THE STORAGE ROOM AREA FROM THE OPPOSITE WALL?
 PLEASE ALSO SEE THE DOORS ON OUTSIDE OF BUILDING WHICH
 ARE IN TWO MAIN ROOMS ON E1.2 AND E1.3.
 PLEASE CLARIFY ANY OVER RIDES, SOME OTHER AREAS IN
 BUILDING SEEM TO CONTAIN OS TYPE DEVICES WHICH WOULD
 ALSO MEET THE OVER RIDE REQUIREMENTS FOR COVERAGE.
 PLEASE SEE THE LIGHTING DETAIL ON E5.1 DOES NOT APPEAR
 TO BE ACCURATE AS LIGHTING CONTROL SYSTEM(S), TIMER
 OVER RIDES AND OC TYPE DEVICES ARE BEING INSTALLED.
 PLEASE PROVIDE THE DETAILS FOR THE MINIMUM REQUIRED
 CONTROLS. AS NOTED ON PLANS, ANY REVISION AND SHOP
 DRAWINGS MAY BE SUBMITTED AT A LATER DATE.
 PLEASE PROVIDE MORE DETAILS.
  
 3) NOTE: PLEASE COORDINATE RISER FOR HDP AND PANEL
 SCHEDULE FOR HDP. RISER SHOWS 1000AMPS AND THE PANEL
 SHOWS 1200AMPS.
 (THIS WOULD HAVE BEEN REDLINED IF THIS WAS THE ONLY
 COMMENT).
 FBC 106.1.2
  
 4) NOTE: PLEASE SEE THE DUPLICATE PERMIT APPLICATION
 SUBMITTED ON MAY 03, 2007 IS IN FACT A COLOR PHOTO-COPY
 AND DOES NOT CONTAIN ORIGINAL SIGNATURE OF THE
 QUALIFIER/AUTHORIZED AGENT OR ORIGINAL NOTARY
 SIGNATURE. PLEASE KNOW THAT THE PERMIT APPLICATION MUST
 ACCOMPANY PLANS WHEN RESUBMITTED AND APPLIED FOR
 PERMIT. PLEASE SEE THAT THE SIGNATURES FOR THE
 QUALIFIER /AUTHORIZED AGENT MUST BE ORIGINAL.
 THIS PHOTO-COPIED APPLICATION HAS BEEN STAMPED *VOID*.
 PLEASE SEE OTHER PERMIT APPLICATION SUBMITTED IS DATED
 OCT 07?
 PLEASE COORDINATE ALL OF THESE ITEMS AND SUBMIT ONLY
 ONE APPLICATION.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-02-05 Cont ID  
Sent By dpalmer Date 2007-02-05 Time 12:38 Rev Time 0.00
Received By dpalmer Date 2007-02-04 Time 20:02 Sent To  
Notes
2007-02-05 12:39:23******* UNSAT 2ND REVIEW ******
  
 *** PLEASE SEE THERE ARE ITEMS FROM THE PREVIOUS REVIEW
 WHICH STILL NEED TO BE ADDRESSED ALONG WITH NEW
 COMMENTS BASED ON CHANGES IN PLANS AND NEW INFORMATION
 AND/OR CHANGES MADE TO PLANS.
  
 **** IMPORTANT****
  
 ** PLEASE SEE THE NOTES BELOW ARE TAKEN DIRECTLY FROM
 THE PREVIOUS REVIEW WITH A *NO*, *OK* OR *NO/OK*.
  
 A) A, NO WILL CONTAIN A FURTHER EXPLANATION AS TO WHY
 THE COMMENT MAY NOT HAVE BEEN FULLY ADDRESSED WITH THE
 PREVIOUS REVIEW NOTE BELOW WITH **PREVIOUS REVIEW NOTE
 #1**
  
 B) A, OK, WILL HAVE NO COMMENTS EXCEPT PERHAPS A
 REFERENCE TO SEE ** NEW NOTES*. THE PREVIOUS REVIEW
 NOTE WILL BE REMOVED.
  
 C) A, NO/OK, WILL HAVE FURTHER EXPLANATION AS PART OF
 THE COMMENT MAY HAVE BEEN ADDRESSED, HOWEVER NOT ALL.
 THE PREVIOUS REVIEW NOTE WILL BE NOTED **PREVIOUS
 REVIEW NOTE #1**
  
 D) NEW NOTES WILL BE ADDED TO THE END AND LABELED **
 NEW NOTES **
  
  
  
  
  
 ** PLEASE SEE SOME OF THE COMMENTS BELOW DO NO PERTAIN
 TO JLRD ENGINEERING AND ARE BEING NOTED AT THIS TIME.
  
 1) NOTE: OK, ADDRESS IS TO BE REVISED IN OUR SYSTEM
  
 2) NOTE: NO, PLEASE SEE SHEET 2OF 2 DOES NOT CONTAIN
 THE SAME SIGNATURE AS SHEETS 1 OR 3 AND IS ALSO NOT
 DATED. PLEASE SEE THE SIGNATURE IS COMPLETELY
 DIFFERENT.
  
 ** PREVIOUS REVIEW NOTE REVIEW #1**
 PLEASE SEE SOME SURVEY/ SITE SHEETS ARE NOT SIGNED AND
 SEALED. SEEMS SOME WERE MISSED. FS 472.025
  
 3) NOTE: NO, PLEASE SEE MOST WAS DONE, HOWEVER PLEASE
 SEE THERE IS ONE OR TWO SHEETS WHICH ONLY CONTAIN A
 SIGNATURE AND ARE NOT SEALED.
  
 ** PREVIOUS REVIEW NOTE REVIEW #1 **
 PLEASE SEE "C" SHEETS, ARE ALSO NOT SIGNED, DATED OR
 SEALED. PLEASE SEE COMMENTS FROM ENGINEERING REVIEWER.
 FS 481/471
  
 4) NOTE: NO, PLEASE SEE ATTACHED TEXT PULLED FROM THE
 FAC.
 *61G1-16.002 DESCRIPTION OF SEAL.
 (1) THE SEAL SHALL CONTAIN THE NAME OF ONLY ONE
 ARCHITECT OR INTERIOR DESIGNER AND THE REGISTRATION
 NUMBER; THE SEAL OF THE ARCHITECT SHALL BE CIRCULAR,
 AND THE SEAL OF THE INTERIOR DESIGNER SHALL BE
 HEXAGONAL. BOTH SEALS SHALL BE APPROXIMATELY 2" IN
 DIAMETER WITH TWO CIRCULAR LINES BETWEEN WHICH LINES
 SHALL APPEAR, AT THE TOP, THE WORDS ?STATE OF FLORIDA?
 AND AT THE BOTTOM THE WORDS ?REGISTERED ARCHITECT? OR
 ?LICENSED INTERIOR DESIGNER,? WHICHEVER IS APPLICABLE.
 (2) ANY INDIVIDUAL WHO IS BOTH A REGISTERED ARCHITECT
 AND A LICENSED INTERIOR DESIGNER MUST USE A SEAL WHICH
 CONTAINS BOTH THE ARCHITECT AND INTERIOR DESIGN
 REGISTRATION NUMBERS, IN SUCH A MANNER:
  
 THIS MAY HAVE ONLY BEEN COMMENTED ON BY THIS REVIEWER,
 HOWEVER IT IS STILL REQUIRED EVEN IF COMMENT IS NOT
 MADE BY ANY OTHER TRADE.
  
  
 * PREVIOUS REVIEW NOTE REVIEW #1*
 PLEASE SEE MINIMUM SIZE SEAL REQUIRED FOR LANDSCAPE
 ARCHITECT PER FAC 61G1-16.002. *THIS IS ONLY NOTED BY
 THIS REVIEWER*
  
 5) NOTE: OK, HOWEVER SEE COMMENTS FOR PERFORMANCE
 CALCULATIONS.
  
 6) NOTE: OK.
  
 7) NOTE: OK.
  
 8) NOTE: OK.
  
 9) NOTE: OK.
  
 10) NOTE: NO/OK, PLEASE SEE PARTS OF THIS COMMENT HAVE
 BEEN ADDRESSED HOWEVER FURTHER INFORMATION IS STILL
 NEEDED.
 PLEASE SEE SOME OF THE NOTES FROM THE PREVIOUS REVIEW
 STILL ALSO APPLY.
 PLEASE PROVIDE ALL MAXIMUM OVER RIDE TIMES FOR DEVICES
 AS SET-FORTH IN THE FBC. PLEASE SEE THAT OC TYPE
 DEVICES ARE A MAXIMUM OF 30MINS AND TIMER TYPE OVER
 RIDES ARE 4HRS (AS STATED).
 PLEASE SEE THAT SWITCH SYMBOLS ON PLANS WHICH CORRELATE
 WITH SYMBOL LEGEND LENDS TO STANDARD DEVICE
 DESIGNATIONS WHICH THESE DEVICES WOULD NOT COORDINATE
 WITH THE PROPOSED SYSTEM. PLEASE SEE THAT THE NEW
 SYSTEM AND LOCATION OF THE OC DEVICES AND CORRECT
 COVERAGE IS STILL IN QUESTION.
 PLEASE SEE SOME ROOMS WHICH DO NOT INDICATE ANY DEVICES
 AND/OR SOME ROOMS WHICH INDICATE TWO *CEILING DEVICES?*
 WHICH SEEM TO BE LOCATED ON A WALL IN THE SAME LOCATION
 OF THE (CONFERENCE ROOM) ETC.
 PLEASE SEE ALL OVER THE OTHER SWITCHES IN LARGE OPEN
 AREAS ARE NOT CLEAR AT THIS TIME.
 PLEASE SEE LIMITS ON THE SPACE AND SQUARE FEET OF
 CONTROL..
 PLEASE SEE THE ALL ENTRANCES TO A SPACE/AREA SHALL
 CONTAIN AN OVER RIDE DEVICE OF SOME TYPE TO CONTROL
 LIGHTING FOR INGRESS INTO SPACE. THIS CONTROL IS
 REQUIRED TO BE READILY ACCESSIBLE AT THOSE ENTRANCES.
  
 ** PREVIOUS REVIEW NOTE REVIEW #1**
 PLEASE SEE 2004 FBC CHAPTER 13.
 A) PLEASE SEE 13-415.1.ABC.1.1, .1.2, AND .1.3.
 B) PLEASE SHOW A DETAILED SYSTEM WHICH IS REQUIRED. C)
 PLEASE PROVIDE SCHEDULING OF SYSTEM.
 D) PLEASE PROVIDE ALL OVER RIDE DEVICES AT THE
 LOCATIONS FOR THE OCCUPANTS TO OVER RIDE SYSTEM, THESE
 DEVICES ARE REQUIRED TO BE LOCATED SO THE OCCUPANT CAN
 VISUALLY SEE THE LIGHTING BEING CONTROLLED.
 E) PLEASE PROVIDE ALL TIMES FOR OVER RIDE DEVICES.
 (30MINS MAX FOR OCC SENSOR TYPE DEVICES AND 4HRS MAX
 FOR TIMER TYPE DEVICES).
 F) PLEASE SEE ALL SPACES, AND ROOMS WHICH CONTAIN FLOOR
 TO CEILING HEIGHT PARTITIONS SHALL ALL CONTAIN OVER
 RIDE DEVICES OF SOME SORT WHICH WILL AUTOMATICALLY SHUT
 OFF LIGHTING ON THOSE AREAS. (OFFICES, STORAGE ROOMS,
 CONFERENCE ROOMS, ETC)
 G) PLEASE SEE 13-415.1.AB.1, 13-415.1.A, IF USING
 METHOD "A", PLEASE SEE AS SUBMITTED ALL ARE SHOWN A
 MANUAL ON/OFF, WHICH WOULD CHANGE TO AUTO.
 PLEASE ALSO SEE 13-415.2
 H) PLEASE SEE AREAS GREATER THAN 10K SQ FT.
 13-415.1.ABC.1.2, PLEASE SEE AREAS LARGER THAN 25K SQ
 FT 13-415.1.ABC.1.1
  
 11) NOTE: OK.
  
 12) NOTE: OK. SEE NEW NOTES.
  
 13) NOTE: NO/OK, PLEASE SEE GFP PROTECTION IS NOW BEING
 SHOWN ON THE HDP WHICH INDICATES A MCB; HOWEVER THE GFP
 PROTECTION IS REQUIRED AT THE SERVICE ENTRANCE MAIN.
 230.95, 240.13.
  
 ** PREVIOUS REVIEW NOTE REVIEW #1**
 PLEASE SEE HDP IS BEING SHOWN ON SCHEDULE WITH "GFI"
 PROTECTION, HOWEVER PLEASE SEE 240.13, 230.95, THIS
 WOULD BE "GF" PROTECTION AS "GFI" IS FOR PERSONNEL
 PROTECTION.
  
 14) NOTE: OK.
  
 15) NOTE: OK.
  
 ** NEW NOTES **
  
 16) NOTE: PLEASE SEE AN EQUIPMENT GROUNDING CONDUCTOR
 IS NOT SHOWN FROM THE NEW MAIN TO THE MCB HDP. 250.6,
 250.24B, 250.110, 250.122
  
 ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
2007-02-05 06:58:412007-02-05 06:58:41
 REVIEW IN PROGRESS
2007-02-04 20:02:212007-02-04 20:02:21
 IN ELEC FOR REVIEW
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-11-05 Cont ID  
Sent By dpalmer Date 2006-11-05 Time 18:34 Rev Time 0.00
Received By dpalmer Date 2006-11-05 Time 16:47 Sent To  
Notes
2006-11-05 18:34:24*** UNSAT ***
  
 ** PLEASE SEE SOME OF THE COMMENTS BELOW DO NO PERTAIN
 TO JLRD ENGINEERING AND ARE BEING NOTED AT THIS TIME.
  
 1) NOTE: PLEASE SEE ADDRESS ON PLANS STATES 2700 NORTH
 MILITARY TRAIL, YET PLEASE SEE COMMENTS FROM THE
 ADDRESSING REVIEWER.
 PLEASE KNOW ONCE AN ADDRESS IS OBTAINED AND FINALIZED
 PLEASE BE SURE TO PLACE ON ALL TITLE BLOCKS AS
 REQUIRED.
 FAC 61G1-16.004, 61G15-23.002
  
 2) NOTE: PLEASE SEE SOME SURVEY/ SITE SHEETS ARE NOT
 SIGNED AND SEALED. SEEMS SOME WERE MISSED. FS 472.025
  
 3) NOTE: PLEASE SEE "C" SHEETS, ARE ALSO NOT SIGNED,
 DATED OR SEALED. PLEASE SEE COMMENTS FROM ENGINEERING
 REVIEWER. FS 481/471
  
 4) NOTE: PLEASE SEE MINIMUM SIZE SEAL REQUIRED FOR
 LANDSCAPE ARCHITECT PER FAC 61G1-16.002. *THIS IS ONLY
 NOTED BY THIS REVIEWER*
  
 5) NOTE: PLEASE SEE ENERGY CALCULATIONS SUBMITTED WILL
 BE REQUIRED TO BE SIGNED, DATED AND SEALED BY THE
 RESPONSIBLE DESIGNER ONCE REVISED. PLEASE SEE THE SETS
 SUBMITTED WERE NOT DONE.
 PLEASE ALSO SEE FUTURE COMMENTS WITH RESPECT TO FBC
 2004 CHAPTER 13.
  
 6) NOTE: PLEASE BE SURE ALL OF THE FOLLOWING CODES AT A
 MINIMUM ARE STATED ON PLANS WHICH ARE RELEVANT TO THE
 DESIGN OF PLANS SUBMITTED.
 2002 NFPA-70, 2002 NFPA-72, 2003 NFPA-101, AND 2004
 FBC.
  
 7) NOTE: PLEASE SEE ACCESS TO THE MAIN ELECTRICAL ROOM
 TO SHUT OFF POWER IN AN EMERGENCY AS SHOWN IS NOT
 PERMITTED. PLEASE SEE ACCESS TO THE MAIN ELECTRICAL
 ROOM IS MOST IMPORTANT IF THE FIRE DEPT PERSONNEL ARE
 IN NEED OF SHUTTING DOWN POWER.
 PLEASE SEE ONCE OBTAINING ENTRANCE INTO THE BUILDING
 WHICH COULD BE LOCKED, PLEASE SEE PLANS SHOW A TRAVEL
 DISTANCE DOWN A HALLWAY, THROUGH ANOTHER POSSIBLE
 LOCKED DOOR, THROUGH A STORAGE ROOM AND ANOTHER LOCKED
 DOOR.
 PLEASE KNOW THE SCENARIO AS SHOWN IS NOT ACCEPTABLE TO
 THIS AHJ AND IS A LIFE SAFETY ISSUE TO THIS OFFICE.
 PLEASE SEE 100, 230.70, 230.71.
 IT IS OF THE UTMOST IMPORTANCE TO PROVIDE ACCESS
 DIRECTLY FROM THE OUTSIDE WITH A POSSIBLE "KNOX BOX"
 WILL BE REQUIRED. THIS LOCATION OF A DOOR POSSIBLY AT
 THE REAR OF BLDG AND "KNOX BOX" LOCATION SHALL BE
 DETERMINED BY THE FIRE MARSHAL'S OFFICE IN COORDINATION
 WITH THE ELECTRICAL REVIEW COMMENTS.
  
 8) NOTE: PLEASE PROVIDE WIND LOAD CALCULATIONS FOR
 LIGHT POLES WITH THE (EPA) EFFECTIVE PROJECTED AREA OF
 THE LIGHT FIXTURES FIGURED IN WITH THE CALCULATIONS.
 THESE ARE REQUIRED TO BE DONE AT THIS TIME BY A FLORIDA
 REGISTERED PE. PLEASE KNOW THIS WILL BE REVIEWED BY THE
 STRUCTURAL REVIEWER FOR COMPLIANCE WITH THE 140MPH 3SEC
 GUST/ 120 SUSTAINED WIND LOADS.
 9) NOTE: PLEASE PROVIDE VOLTAGE DROP CALCULATIONS FOR
 THE BRANCH CIRCUITS FOR SITE LIGHTING.
 PLEASE ALSO PROVIDE FOR A WORST CASE FOR OTHER BRANCH
 CIRCUITS.
 13-413.1.ABC.1.2
  
 10) NOTE: PLEASE SEE 2004 FBC CHAPTER 13.
 A) PLEASE SEE 13-415.1.ABC.1.1, .1.2, AND .1.3.
 B) PLEASE SHOW A DETAILED SYSTEM WHICH IS REQUIRED. C)
 PLEASE PROVIDE SCHEDULING OF SYSTEM.
 D) PLEASE PROVIDE ALL OVER RIDE DEVICES AT THE
 LOCATIONS FOR THE OCCUPANTS TO OVER RIDE SYSTEM, THESE
 DEVICES ARE REQUIRED TO BE LOCATED SO THE OCCUPANT CAN
 VISUALLY SEE THE LIGHTING BEING CONTROLLED.
 E) PLEASE PROVIDE ALL TIMES FOR OVER RIDE DEVICES.
 (30MINS MAX FOR OCC SENSOR TYPE DEVICES AND 4HRS MAX
 FOR TIMER TYPE DEVICES).
 F) PLEASE SEE ALL SPACES, AND ROOMS WHICH CONTAIN FLOOR
 TO CEILING HEIGHT PARTITIONS SHALL ALL CONTAIN OVER
 RIDE DEVICES OF SOME SORT WHICH WILL AUTOMATICALLY SHUT
 OFF LIGHTING ON THOSE AREAS. (OFFICES, STORAGE ROOMS,
 CONFERENCE ROOMS, ETC)
 G) PLEASE SEE 13-415.1.AB.1, 13-415.1.A, IF USING
 METHOD "A", PLEASE SEE AS SUBMITTED ALL ARE SHOWN A
 MANUAL ON/OFF, WHICH WOULD CHANGE TO AUTO.
 PLEASE ALSO SEE 13-415.2
 H) PLEASE SEE AREAS GREATER THAN 10K SQ FT.
 13-415.1.ABC.1.2, PLEASE SEE AREAS LARGER THAN 25K SQ
 FT 13-415.1.ABC.1.1
  
 11) NOTE: PLEASE INDICATE THE GROUNDING ELECTRODE
 ATTACHMENT LOCATIONS FOR THE SD TRANSFORMERS.250.30,
 250.20, 250.66
 PLEASE SHOW.
  
 12) NOTE: PLEASE EXPLAIN THE ONSITE CUSTOMER OWNED
 13.2KV SYSTEM? HOW IS THIS NOT FPL / UTILITY POWER FROM
 SOMEWHERE ARE DOWN THE LINE?
 PLEASE CLARIFY.
 IF INDEED, THIS IS AN ADDITIONAL SD SYSTEM, PLEASE
 DETAIL THE GROUNDING ELECTRODE.
 PLEASE SUBMIT THE MANUFACTURE SPEC/CUT SHEETS FOR THIS
 TRANSFORMER UNIT WHICH INDICATES OCP AND A
 TRANSFER/SWITCH? IS THIS INSIDE OR OUTSIDE THIS
 TRANSFORMER?
 PLEASE SEE THIS TRANSFORMER SEEMS TO ALSO INDICATE A
 GROUND? IS THIS BONDED AT THIS LOCATION AND THEN BONDED
 AGAIN AT THE HDP? 250.6, 250.24B.
 230.70, 230.76, 230.79, 250.30, ETC
 PLEASE KNOW AT THIS POINT THERE ARE MANY QUESTIONS ON
 THIS SYSTEM AS SHOWN?
  
 13) NOTE: PLEASE SEE HDP IS BEING SHOWN ON SCHEDULE
 WITH "GFI" PROTECTION, HOWEVER PLEASE SEE 240.13,
 230.95, THIS WOULD BE "GF" PROTECTION AS "GFI" IS FOR
 PERSONNEL PROTECTION.
  
 14) NOTE: PLEASE SUBMIT LOAD CALCULATIONS, LOAD
 SUMMARY. PLEASE SEE NEC 220., 220.3, 220.10, 220.11,
 220.13 ETC.
 PLEASE INDICATE AND SHOW ALL CONTINUOUS LOADS AT 125%,
 215.3, 230.42.
 FBC ADMIN SECT 106.1.2, 106.3.5.1.2 AS ADOPTED BY THE
 CITY OF WEST PALM BEACH.
  
 15) NOTE: PLEASE INDICATE ALL DEVICE LEVELS FOR ADA
 REQUIREMENTS IN CHAPTER 11 OF THE 2004 FBC.
 PLEASE SEE 11-4.28.1, 11-4.28.2, AND 11-4.28.3(4).
 PLEASE INDICATE THE MINIMUM DECIBEL LEVELS AND THE MIN
 OF 75 CANDELAS FOR STROBE/VISUAL DEVICES. PLEASE KNOW
 THIS IS MORE RESTRICTIVE THAN NFPA-72 AND WILL BE
 REQUIRED.
  
  
 ** PLEASE KNOW AS A "SYSTEM" FOR CHAPTER 13 IS NOT YET
 SUBMITTED, THERE MAY BE FURTHER COMMENTS.
  
  
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
2006-11-05 16:58:25IN ELEC FOR REVIEW
Review Stop ENG ENGINEERING CSD
Rev No 5 Status P Date 2008-03-11 Cont ID  
Sent By rchokshi Date 2008-03-11 Time 08:47 Rev Time 0.00
Received By rchokshi Date 2008-03-11 Time 08:47 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 4 Status F Date 2007-11-06 Cont ID  
Sent By rchokshi Date 2007-11-06 Time 13:20 Rev Time 0.00
Received By rchokshi Date 2007-11-06 Time 12:58 Sent To  
Notes
2007-11-06 13:20:03PLEASE PROVIDE FOLLOWING INFO:
  
 1. DUMPSTER LOCATION MUST BE ACCESSIBLE FOR PICKUP
 TRUCK.
 OUR RESPONSE: CONSTRUCTION SERVICESINDEPENDENTLY
 REVIEWFROM CITY STAFF'S REVIEW, AS YOU WROTE INYOUR
 LETTER THAT CITY'S STAFF ALREADY PREVIOUSLY APPROVED.
 PLEASE SHOW ON WHAT SHEET,#THE DUMPSTER LOCATION IS.
  
  
 2. SITE AREA, PERVIOUS, IMPERVIOUS AREASHOWN ON SHEET
 C1, C2 ARE DIFFRENT FROM SHOWN ON WATER QUALITY
 CALCULATIONS AND SFWMD PERMIT .PLEASE MAKE THEM
 CONSISTENT IN ALL PLACES. OR PLEASE EXPLAIN.
  
 3. PLEASE SHOW ON PLANS, POLLUTION PREVENTION SILT
 FENCE AROUND THE WHOLE SITE, CATCH BASINS,EXISTING LAKE
 ETC.POLLUTION PREVENTION DETAILS,HEIGHT OF THE SILT
 FENCE, ATLEAST 5' OR MORE,TYPE OF CLOTHES USED FOR SILT
 ETC.,
 OUR RESPONSE: YOU NEED TO SHOW SILT FENCEAROUND WHOLE
 SITE ON THE DRAWING.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2007-06-22 Cont ID  
Sent By rchokshi Date 2007-06-22 Time 09:54 Rev Time 0.00
Received By rchokshi Date 2007-06-22 Time 09:38 Sent To  
Notes
2007-06-22 09:54:43PLEASE PROVIDE FOLLOWING INFO:
  
 1. PLEASE SHOW ON DRAWINGS, THE STANDARD NOTES OF CITY
 OF WPB ARE MINIMUM STANDARDS. YOU CAN UPGRADE CITY'S
 STANDARDS BUT, STILL WE WOULD LIKE YOU TO SAY ON THE
 DRAWING THAT YOU WILL MEET MINIMUM CITY'S STANDARDS FOR
 SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY, PARKING, HANDICAP
 PARKING, PAINT ETC. PER CITY CODES OR BETTER APPROVED
 BY THE CITY., MUST MEET PER ADA,,ETC.,
 2.DUMPSTER LOCATION MUST BE ACCESSIBLE FOR PICKUP
 TRUCK.
 3.PLEASE SHOW ON DRAWINGTHE SITE AREA, YOU ARE
 DEVELOPING FOR THIS PROJECT, PERVIOUS, IMPERVIOUS
 AREAS, LAKE AREA,PARKING& SIDEWALK AREA, ETC. ON
 DRAWINGS.
 6. PLEASE SHOW DETAIL OF THE CONTROL STRUCTURES WITH
 ELEVATIONS, NOTCHES, BLEEDING ELEVATION, ETC DID YOU
 USE EXFILTRATION TRENCH ? GARYSHEA, PLEASE SEND ME
 YOUR REVISED WATER QUALITY CALS, FOR 5,10,25,100 YEAR
 FLOOD ALONG WITH FLOOD ZONE TO DETERMINE FIRST FLOOR
 ELEVATION.
 7. PLEASE SHOW ON PLANS, POLLUTION PREVENTION SILT
 FENCE AROUND THE WHOLE SITE, CATCH BASINS,EXISTING LAKE
 ETC.POLLUTION PREVENTION DETAILS,HEIGHT OF THE SILT
 FENCE, ATLEAST 5' OR MORE,TYPE OF CLOTHES USED FOR SILT
 ETC.,
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2007-02-16 Cont ID  
Sent By rchokshi Date 2007-02-16 Time 14:28 Rev Time 0.00
Received By rchokshi Date 2007-02-16 Time 13:55 Sent To  
Notes
2007-02-16 14:27:51PLEASE PROVIDE FOLLOWING INFO:
  
 1. STANDARD NOTES OF CITY OF WPB ARE MINIMUM STANDARDS.
 YOU CAN UPGRADE CITY'S STANDARDS BUT, STILL WE WOULD
 LIKE YOU TO SAY ON THE DRAWING THAT YOU WILL MEET
 MINIMUM CITY'S STANDARDS FOR SIDEWALK WIDTH , ITS
 SLOPE, DRIVEWAY, PARKING, HANDICAP PARKING, PAINT ETC.
 PER CITY CODES OR BETTER APPROVED BY THE CITY., MUST
 MEET PER ADA,,ETC.,
 2.DUMPSTER LOCATION MUST BE ACCESSIBLE FOR PICKUP
 TRUCK.
 3. PLEASE PROVIDE A COPY OF SFWMD PERMIT OR MODIFIED
 PERMIT,
 4. YOU SAID IN YOUR RESPONSE THAT YOU SENT STORM WATER
 CALCULATION TO WINDEL PALMER. WINDEL PALMER DOES NOT
 REVIEW STORM WATER. EITHER MYSELF OR STEVE SARLEY
 REVIEW STORM WATER. I TALKED TO STEVE SARLEY HE DOES
 NOT HAVE STORM WATER CALCULATION FOR THIS PROJECT.
 PLEASE PROVIDE STORM WATER CALCULATIONS FOR WATER
 QUALITY. WHAT CRITERIA YOU ASSUMEDFOR RUNOFF CAL.,,
 LIKE 1" OVER ENTIRE SITE OR2.5"CRITERIA, ?
 PERVIOUS AREA, LIKE GREEN, LAKES, ETC,IMPERVIOUS AREA
 CAL.,
 5. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
 PROJECT ONLY ? SO, WE CAN CHECK PERVIOUS, IMPERVIOUS
 CAL.
 6. PLEASE SHOW DETAIL OF THE CONTROL STRUCTURES WITH
 ELEVATIONS, NOTCHES, BLEEDING ELEVATION, ETC DID YOU
 USE EXFILTRATION TRENCH ?
 7. POLLUTION PREVENTION DETAILS,HEIGHT OF THE SILT
 FENCE, CLOTHES USED FOR SILT ETC., PLANS SHOWING SILT
 FENCE AROUND THE SITE
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2006-11-17 Cont ID  
Sent By rchokshi Date 2006-11-17 Time 08:51 Rev Time 0.00
Received By rchokshi Date 2006-11-16 Time 18:22 Sent To  
Notes
2006-11-17 08:51:17PLEASE PROVIDE FOLLOWING INFO:
 1. SHEA ENG. NEEDS TO SEAL & SIGN ALL CIIVIL DWGSAS
 P.E.
 2. PLEASE SHOW STANDARDS NOTES OF CITY OF WPB ON
 DRAWINGSFOR SIDEWALK WIDTH , ITS SLOPE, DRIVEWAY,
 PARKING, HANDICAP PARKING, PAINTPER CITY CODES ETC.,,
 MUST MEET PER ADA,,ETC.,
 3. PLEASE SHOW ON DRAWINGSDUMPSTER & ITS ENCLOSURE
 DETAILS PER CITY OF WPB, &LOCATION ON DWG, LOCATION
 MUST BE ACCESSIBLE FOR PICKUP TRUCK.
 4. FIRST FLOOR ELEVATION, CENTER LINE OF ROAD ,
 SIDEWALK ELEVATION MUST MEET FL BLDG CODE, PLEASE SHOW
 ON THE DRAWINGS.
 5. PLEASE PROVIDE A COPY OF SFWMD PERMIT,
 6.PLEASE SHOW STORM WATER CALCULATIONS, WHAT CRITERIA
 YOU ASSUMEDFOR RUNOFF CAL.,, LIKE 1" OVER ENTIRE SITE
 OR2.5"CRITERIA, ?PERVIOUS AREA, LIKE GREEN,
 LAKES, ETC,IMPERVIOUS AREA CAL.,
 7. WHAT IS THE SITE AREA, YOU ARE DEVELOPING FOR THIS
 PROJECT ONLY ? SO, WE CAN CHECK PERVIOUS, IMPERVIOUS
 CAL.
 8. HOW YOU CONNECT TO THE STORM WATER PIPES IN YOUR
 SITE? ITS DETAILS.PLEASE SHOW ALL STORM WATER PIPES
 AROUND YOUR SITE SO, WE CANSEE THE BEST PIPE TO
 CONNECT WITH THE STORM WATERFROM ALL OTHER STORM
 WATER PIPES. PLEASE SHOW DETAIL OF THE CONTROL
 STRUCTURES WITH ELEVATIONS, NOTCHES, BLEEDING
 ELEVATION, ETC DID YOU USE EXFILTRATION TRENCH ?
 9. POLLUTION PREVENTION DETAILS,CLOTHES USED FOR SILT
 ETC., PLANS SHOWING SILT FENCE AROUND THE SITE
 10. WATER & SEWER PLANS MUST BE APPROVED FROM 45TH
 STREET (MANNY G.), UTILITY DEPT BEFORE WE APPROVED
 11. ALSO PLEASE SHOW ALL CATCH BASINS NEAREST,AROUND
 YOUR SITE FOR STORM WATER DRAIN.
  
 PLEASE RESPOND EACH ITEM IN DETAIL TO EXPEDITE YOUR
 PERMITTING PROCESS
  
 RASIK CHOKSHI805-6723
Review Stop FIRE FIRE DEPARTMENT
Rev No 7 Status P Date 2008-05-29 Cont ID  
Sent By mawillia Date 2008-05-29 Time 15:56 Rev Time 0.00
Received By mawillia Date 2008-05-29 Time 15:36 Sent To  
Notes
2008-05-29 15:44:34*****APPROVED*****
  
 PLAN SHEETS C8, C10, L1, A0.10, A2.2, FP.02 THRU FP.05,
 E1.1, E1.2, E1.3, E1.7, E1.8, E1.9, AND E2.1 WERE
 FIRE-STAMPED ON 05/15/2008;SHEET FP.01 STAMPED,
 INITIALED, AND DATED AS THE ENGINEER OF RECORD REDLINED
 COMMENTS PERTAINING TO THE BELOW COMMENTS:
  
 1.ADDITIONAL DESIGN REQUIREMENTS #1 BE CHANGED TO
 READ WEST PALM BEACH FIRE RESCUE, NOT PALM BEACH COUNTY
 FIRE RESCUE.
  
 2.ELIMINATE FLOW TEST DATA CONDUCTED BY PALM BEACH
 COUNTY FIRE RESCUE.PLEASE BE ADVISED THAT THE FLOW
 TEST DATA TO BE DETERMINED BY WEST PALM BEACH FIRE
 PREVENTION BUREAU.
  
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 6 Status F Date 2008-05-15 Cont ID  
Sent By mawillia Date 2008-05-15 Time 14:14 Rev Time 0.00
Received By mawillia Date 2008-05-15 Time 12:11 Sent To  
Notes
2008-05-15 13:19:44****UNSAT*****
  
 PLAN SHEETS C8, C10, L1, A0.10, A2.2, FP.02 THRU FP.05,
 E1.1, E1.2, E1.3, E1.7, E1.8, E1.9, AND E2.1 WERE
 STAMPED, INITIALED, AND DATED;FIRE PLAN REVIEW WILL
 BE APPROVED WITH THE UNDERSTANDING THAT THE FOLLOWING
 CORRECTIONS BE MADE TO SHEET FP.01
  
 1.ADDITIONAL DESIGN REQUIREMENTS #1 BE CHANGED TO
 READ WEST PALM BEACH FIRE RESCUE, NOT PALM BEACH COUNTY
 FIRE RESCUE.
  
 2.ELIMINATE FLOW TEST DATA CONDUCTED BY PALM BEACH
 COUNTY FIRE RESCUE.PLEASE BE ADVISED THAT THE FLOW
 TEST DATA TO BE DETERMINED BY WEST PALM BEACH FIRE
 PREVENTION BUREAU.
  
 PLEASE BE ADVISED THAT THIS IS THE SIXTH TIME THAT THIS
 ITEM BE ADDRESSED !!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!!
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2008-04-04 Cont ID  
Sent By mawillia Date 2008-04-04 Time 14:15 Rev Time 0.00
Received By mawillia Date 2008-04-04 Time 13:23 Sent To  
Notes
2008-04-04 13:37:58****PROVISO*****
  
 THE APPROPIATE PLAN SHEETS TO BE FIRE-STAMPED WHEN THE
 OTHER REVIEWERS HAVE BEEN SATISFIED,AND WITH THE
 UNDERSTANDING THAT THE FOLLOWING CORRECTIONS BE MADE TO
 SHEET FP.01
  
 1.ADDITIONAL DESIGN REQUIREMENTS #1 BE CHANGED TO
 READ WEST PALM BEACH FIRE RESCUE, NOT PALM BEACH COUNTY
 FIRE RESCUE.
  
 2.ELIMINATE FLOW TEST DATA CONDUCTED BY PALM BEACH
 COUNTY FIRE RESCUE.PLEASE BE ADVISED THAT THE FLOW
 TEST DATA TO BE DETERMINED BY WEST PALM BEACH FIRE
 PREVENTION BUREAU.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status F Date 2007-11-21 Cont ID  
Sent By mawillia Date 2007-11-21 Time 13:24 Rev Time 0.00
Received By mawillia Date 2007-11-21 Time 13:07 Sent To  
Notes
2007-11-21 13:20:34****UNSAT*****
  
 THE FOLLOWING COMMENT TAKEN FROM THE 3RD FIRE PLAN
 REVIEW STILL HAS NOT BEEN ADDRESSED.
  
 1.ON SHEET FP.01, UNDER FLOW TEST DATA, WHY WAS DATA
 PROVIDED BY PALM BEACH COUNTY FIRE RESCUE IN LIEU OF
 WEST PALM BEACH FIRE RESCUE (AHJ)?
  
  
 *ALL OTHER COMMENTS FROM THE PREVIOUS FIRE PLAN REVIEWS
 HAVE BEEN SATISFIED.*
  
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status F Date 2007-07-11 Cont ID  
Sent By mawillia Date 2007-07-11 Time 16:57 Rev Time 0.00
Received By mawillia Date 2007-07-11 Time 16:19 Sent To  
Notes
2007-07-11 16:57:23****UNSAT*****
  
 THE COMMENTS TAKEN FROM THE PREVIOUS FIRE PLAN REVIEWS
 HAVE BEEN SATISFIED.PLEASE ADDRESS NEW COMMENT.
  
  
 NEW COMMENT
  
 1.ON SHEET FP.01, UNDER FLOW TEST DATA, WHY WAS DATA
 PROVIDED BY PALM BEACH COUNTY FIRE RESCUE IN LIEU OF
 WEST PALM BEACH FIRE RESCUE (AHJ)?
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-03-06 Cont ID  
Sent By mawillia Date 2007-03-06 Time 18:50 Rev Time 0.00
Received By mawillia Date 2007-03-06 Time 14:38 Sent To  
Notes
2007-03-06 18:50:10****DENIED*****
  
  
 MOST OF THE COMMENTS TAKEN FROM THE PREVIOUS FIRE PLAN
 REVIEW OF 12/14/2006HAVE BEEN SATISFIED WITH THE
 EXCEPTION OF THE FOLLOWING WHICH STILL NEED TO BE
 ADDRESSED:
  
  
 4.LANDSCAPING SHALL NOT OBSTRUCT OR INTERFERE WITH
 FIRE PROTECTION EQUIPMENT.PROPER CLEARANCES SHALL BE
 MAINTAINED AT ALL TIMES.ADD NOTATION TO SHEET L-1
  
  
 9.SHOW/DISPLAY THE NUMERICAL ADDRESS OF THE BUILDING
 ON THE PROPER ELEVATION.AS PER WEST PALM BEACH CODE,
 NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT AND 1" IN
 WIDTH CONTRASTING TO THEIR BACKGROUND.ALTHOUGH THE
 NUMERICAL ADDRESS IS ON A MONUMENT SIGN OR MARQUEE,
 HOWEVER, AS PER WPB CODE A NUMERICAL ADDRESS IS STILL
 REQUIRED ON THE BUILDING. DISPLAY ON THE APPROPIATE
 EXTERIOR ELEVATION
  
  
  
 11. PROVIDE LAYOUT OF THE (A.) FIRE SPRINKLER SYSTEM
 AND (B.) FIRE ALARM SYSTEM FOR THE BUILDING.(A.)AS
 PER AMENDMENTS TO THE FLORIDA BUILDING CODE,CHAPTER 1,
 ADMINISTRATION, 2004 EDITION 106.3.5.1.1(5) CITY
 AMENDMENTS, FIRE SPRINKLER SCHEMATIC/LAYOUT REQUIRED
 FOR PLAN REVIEW(B.)PROVIDE A SCHEMATIC/LAYOUT OF
 THE FIRE ALARM SYSTEM INDEPENDENT OF THE ELECTRICAL
 PLANS
  
  
  
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED.
  
  
 CAPT. MICHAEL A.WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-12-14 Cont ID  
Sent By mawillia Date 2006-12-14 Time 19:24 Rev Time 0.00
Received By mawillia Date 2006-12-14 Time 19:24 Sent To  
Notes
2006-12-14 20:44:09*****DENIED*****
  
  
  
 1.ACCESS ROADS SHALL HAVE AN UNOBSTRUCTED WIDTH OF 20
 FT AND AN UNOBSTRUCTED VERTICAL CLEARANCE OF 13FT 6IN.
 THE ROADS SHALL ALSO BE DESIGNED AND MAINTAINED TO
 SUPPORT 32 TONS OF FIRE APPARATUS.
  
 2. WHERE UNDERGROUND WATER MAINS AND HYDRANTS ARE TO BE
 PROVIDED, THEY SHALL BE INSTALLED, COMPLETED, AND IN
 SERVICE PRIOR TO CONSTRUCTION WORK.
  
 3.CONSTRUCTION OPERATIONS SHALL NOT INTERFERE OR
 HINDER EMERGENCY ACCESS TO THE PROPERTY OR VICINITY
 THEROF.
  
 4.LANSCAPING SHALL NOT OBSTRUCT OR INTERFERE WITH
 FIRE PROTECTION EQUIPMENT.PROPER CLEARANCES SHALL BE
 MAINTAINED AT ALL TIMES.
  
 5.PANIC HARDWARE OR FIRE EXIT PANIC HARDWARE REQUIRED
 ON ALL EXIT DOORS THAT HAVE AN OCCUPANT LOAD OF 100 OR
 MORE PERSONS TRAVELING THROUGH THEM.
  
 6.FIRE EXTINGUISHERS TO BE 2A:10 BC RATED.
  
 7.THE FIRE ALARM SYSTEM IN CONJUNCTION WITH THE FIRE
 SPRINKLER SYSTEM SHALL MEET THE REQUIREMENTS OF BEING
 MONITORED BY A LICENSED CENTRAL STATION APPROVED FOR
 CENTRAL STATION SERVICE.
  
 8.KNOX BOX FOR THE BUILDING WILL BE REQUIRED.
  
 9.SHOW/DISPLAY THE NUMERICAL ADDRESS OF THE BUILDING
 ON THE PROPER ELEVATION.AS PER WEST PALM BEACH CODE,
 NUMBERS SHALL BE NO LESS THAN 6" IN HEIGHT AND 1" IN
 WIDTH CONTRASTING TO THEIR BACKGROUND.
  
 10. FIRE DOORS AND WINDOWS SHALL COMPLY WITH NFPA 80.
  
 11. PROVIDE LAYOUT OF THE FIRE SPRINKLER AND FIRE ALARM
 SYSTEM FOR THE BUILDING.A SEPARATE PERMIT AND PLAN
 WILL BE REQUIRED FOR EACH.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED.
  
  
 CAPT. MICHAEL A.WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2008-04-15 Cont ID  
Sent By adarroug Date 2008-04-15 Time 15:43 Rev Time 0.00
Received By adarroug Date 2008-04-15 Time 15:43 Sent To  
Notes
2008-04-15 15:50:08TO "COMM" BD#29-PLANS ON RACK/2 ROLLS/1 BOX
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2008-02-29 Cont ID  
Sent By adarroug Date 2008-02-29 Time 10:11 Rev Time 0.00
Received By adarroug Date 2008-02-29 Time 10:11 Sent To  
Notes
2008-02-29 10:11:45TO "COMM" BD#6/PLANS ON RACK/1 ROLL AND 1 BOX
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-10-04 Cont ID  
Sent By adarroug Date 2007-10-04 Time 08:27 Rev Time 0.00
Received By adarroug Date 2007-10-04 Time 08:27 Sent To  
Notes
2007-11-05 11:07:13TO"COMM" BD#24/PLANS ON RACK/1 ROLL, BINDERS AND BOOKS
2007-10-04 08:27:20WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-05-23 Cont ID  
Sent By adarroug Date 2007-05-23 Time 09:40 Rev Time 0.00
Received By adarroug Date 2007-05-23 Time 09:40 Sent To  
Notes
2007-05-29 08:38:50TO "COMM" BD#47/PLANS ON RACK--3 ROLLS AND PAPERWORK
2007-05-23 09:40:17WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-01-19 Cont ID  
Sent By adarroug Date 2007-01-19 Time 16:42 Rev Time 0.00
Received By adarroug Date 2007-01-19 Time 16:42 Sent To  
Notes
2007-01-30 10:55:29TO "COMM" BD#44/PLANS ON RACK--1 ROLL AND 5 BOXES
2007-01-19 16:42:16WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-12-14 Cont ID  
Sent By mawillia Date 2006-12-14 Time 19:24 Rev Time 0.00
Received By mawillia Date 2006-10-26 Time 15:12 Sent To  
Notes
2006-10-31 09:47:19TO "COMM" BD#17--PLANS ON RACK/2 ROLLS AND 3 BOOKS
2006-10-26 15:12:33WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-06-02 Cont ID  
Sent By rregueir Date 2007-06-02 Time 15:50 Rev Time 0.00
Received By rregueir Date 2007-06-02 Time 15:50 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2007-03-01 Cont ID  
Sent By rregueir Date 2007-03-01 Time 14:32 Rev Time 0.00
Received By rregueir Date 2007-02-28 Time 15:29 Sent To  
Notes
2007-03-01 14:47:53-----------------2ND REVIEW--------------
  
 THE FOLLOWING COMMENTS ARE NUMBERED TO CORRESPOND WITH
 PREVIOUS REVIEW COMMENTS AS WELL AS DESIGNER
 RESPONSES:
  
 COMMENT #1: THE REQUIREMENTS OF FBC,M 307.2.1 AND
 307.2.2 HAVE BEEN SATISFIED. HOWEVER, THE ISSUE OF
 AUXILIARY AND SECONDARY DRAIN SYSTEMS (FBC,M 307.2.3)
 HAS NOT BEEN ADEQUATELY ADDRESSED. THERE ARE NO
 PROVISIONS FOR THE RTU'S, WHICH HAVE THE POTENTIAL TO
 OVERFLOW INTO THE BUILDING SHOULD THE PRIMARY DRAIN
 CEASE TO FUNCTION. THERE IS ALSO NO INDICATION THAT THE
 FLOOR IN STORAGE ROOMS 117 AND 129 ARE DESIGNED IN SUCH
 A WAY AS TO ENSURE THAT CONDENSATE OVERFLOW WILL BE
 DIRECTED ONLY IN THE DIRECTION OF THE FLOOR DRAIN, THUS
 PREVENTING CONDENSATE OVERFLOW FROM DAMAGING ANY
 BUILDING COMPONENTS. THE INSTALLATION OF A WATER LEVEL
 DETECTION DEVICE IN THE PRIMARY PAN OF THE AHUS AND THE
 RTUS WOULD BE IN COMPLIANCE WITH FBC,M 307.2.3(2).
  
 COMMENT #2: PLEASE INDICATE ON PLANS THAT THE RTU AND
 ACCU ROOF ATTACHMENTS HAVE BEEN DESIGNED TO MEET THE
 140MPH WIND LOAD REQUIREMENTS OF FBC CHAPTER 16.
  
 COMMENT #3: OK
  
 COMMENT #4: ADDRESSED IN COMMENT #2.
  
 COMMENT #5: OK
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-11-04 Cont ID  
Sent By rregueir Date 2006-11-04 Time 14:03 Rev Time 0.00
Received By rregueir Date 2006-11-02 Time 19:19 Sent To  
Notes
2006-11-04 14:14:06------------------DENIED-------------------
  
 FBC 2004
 FBC,M 2004
  
 1. PLEASE SHOW ALL CONDENSATE DISPOSAL TO BE IN
 COMPLIANCE WITH FBC,M 307.2.1 THROUGH 307.2.3 AND FBC
 1503.6
  
 2. PG M3.1 DETAIL 4: MINIMUM CLEARANCE UNDER ROOFTOP
 EQUIPMENT IS TO BE DETERMINED BY FBC TABLE 1509.7.
 ALSO, PLEASE INDICATE WHETHER ATTACHMENTS ARE IN
 COMPLIANCE WITH THE MINIMUM WIND LOAD REQUIREMENTS OF
 FBC CHAPTER 16.
  
 3. PG M3.1 DETAIL 2: THE MINIMUM ALLOWED WIDTH OF
 SUPPORTS FOR FLEXIBLE DUCT IS 1.5" PER FBC,M
 603.5.6.6(6)
  
 4. PG M3.2 DETAIL 1: NO STRUCTURAL DETAIL FOR CURB
 ATTACHMENT COULD BE LOCATED IN THIS SET OF PLANS.
  
 NOTE: OFFICES 107,109,143 AND 144 ARE NOT DESIGNED TO
 MEET THE BALANCED RETURN EXCEPTIONS OF FBC,M 601.4. A
 FIELD TEST WILL BE REQUIRED AT FINAL INSPECTION TO SHOW
 THESE ROOMS MEET THE MAXIMUM ALLOWABLE PRESSURE
 DIFFERENTIAL OF 0.01" WC (2.5 PASCALS)
  
 REVIEWED BY:
 RONALD J REGUEIRO
 561.805.6734
 [email protected]
Review Stop P PLUMBING
Rev No 4 Status P Date 2007-12-03 Cont ID  
Sent By kstevens Date 2007-12-03 Time 08:28 Rev Time 0.00
Received By kstevens Date 2007-12-03 Time 08:28 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status F Date 2007-06-11 Cont ID  
Sent By kstevens Date 2007-06-11 Time 08:55 Rev Time 0.00
Received By kstevens Date 2007-06-11 Time 08:55 Sent To  
Notes
2007-06-11 09:02:55DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FBC-2004 BUILDING
 FLORIDA STATUTES
  
 FROM PREVIOUS REVIEW:
  
 1. OK
  
 2. SHT 2 0F 2 SHALL BE SIGNED, SEALED, AND DATED AS
 REQUIRED BY THE FLORIDA STATUTES AND SECTION 106.1.
 ****RESPONSE NOTED, BUT SHT 202 IS NOT SIGNED, SEALED,
 DATED AS REQUIRED.
 ******RESPONSE NOTED, BUT SEAL, SIGNATURE NOT DATED.
 THE DATE THE SEAL IS AFFIXED SHALL BE INDICATED BELOW
 THE SIGNATURE. ALSO SEE SHT 1 OF 2 FOR MISSING DATE ON
 SEAL.
  
 3. OK
 4. OK
 5. OK
 6. OK
 7. OK
 8. OK
 9.OK
 10. OK
 11. OK
  
 12. SHTS A4.10 & A4.11 SHOW THE FOLLOWING ACCESSIBLE
 REQUIREMENTS:
 FOR THE W/C'S:
 A. OK
 B. OK
 C. OK
 FOR THE STALLS:
 A. OK
 FOR THE URINALS:
 A. OK
 B. OK
 FOR THE LAVS:
 A. 11-4.19.2 HEIGHT & CLEARANCES
 ****RESPONSE NOTED, BUT ALL LAVS SHALL BE 2'10" HIGH
 AND SHALL HAVE A KNEE CLEARANCE OF 2'9". SHOW ON ALL
 LAVS.
 ******NO RESPONSE/NOT ADDRESSED
 B. OK
 C. OK
 FOR THE SHOWERS:
 A. 11-4.21.2 SIZE & CLEARANCES
 ****RESPONSE NOTED, BUT THE SHOWERS SHALL BE 36"X36".
 SHOWERS ARE SHOWN AS 38"X38".
 ******NO RESPONSE/NOT ADDRESSED
 B. OK
 C. OK
 D. OK
 E. OK
  
 13. SHT A4.23 FINISH SCHEDULE. INDICATE HOW PAINTED GWB
 COMPLIES WITH THE "HARD" SURFACE REQUIRED IN SECTION
 1210.2. THE REQUIREMENT IS FOR A SMOOTH, HARD,
 NONABSORBENT SURFACE.
 ****RESPONSE NOTED, BUT "EPOXY PAINT" DOES NOT COMPLY
 WITH THE REQUIREMENT.
 ******NO RESPONSE/NOT ADDRESSED
  
 14. OK
 15. OK
 16. OK
 17. OK
 18. OK
 19. OK
 20. OK
 21. OK
 22. OK
 23. OK
 24. OK
 25. OK
  
 **********NEW COMMENT**********
  
 1B. SEE ATTACHED SHEET CONCERNING THE DESIGN
 PROFESSIONAL AND FLORIDA STATUTE 533.80(2)(B). THIS IS
 GIVEN AS A ONE TIME NOTICE ONLY.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. SUBMITTING ONE SET
 OF PLANS FROM THIS REVIEW SEPARATELY, FOR COMPARISON,
 WILL HELP TO EXPEDITE YOUR PERMIT ALSO. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
 ******NO RESPONSE/NOT ADDRESSED
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 2 Status F Date 2007-02-15 Cont ID  
Sent By kstevens Date 2007-02-15 Time 17:54 Rev Time 0.00
Received By kstevens Date 2007-02-15 Time 17:54 Sent To  
Notes
2007-02-15 18:08:05DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FBC-2004 BUILDING
  
 FROM PREVIOUS REVIEW:
  
 1. OK
  
 2. SHT 2 0F 2 SHALL BE SIGNED, SEALED, AND DATED AS
 REQUIRED BY THE FLORIDA STATUTES AND SECTION 106.1.
 ****RESPONSE NOTED, BUT SHT 202 IS NOT SIGNED, SEALED,
 DATED AS REQUIRED.
  
 3. OK
 4. OK
 5. OK
 6. OK
 7. OK
  
 8. SHT A2.2 DETAIL 2/A2.2 DOES NOT REFLECT THE LOWER
 ROOF PLAN SHOWN ON SHT A1.30. THE LOWER ROOF PLAN
 INDICATES 2 10" DIA. SCUPPERS ON THE EAST ELEVATION.
 THE DETAIL SHOWS 1 RECTANGULAR SCUPPER. PLEASE
 CORRELATE THE DETAIL & ROOF PLAN INFORMATION. SECTION
 106.1.1.
 ****RESPONSE NOTED, BUT ELEVATION 2/A2.2 NOW SHOWS 2
 RECTANGLES.
  
 9.OK
 10. OK
 11. OK
  
 12. SHTS A4.10 & A4.11 SHOW THE FOLLOWING ACCESSIBLE
 REQUIREMENTS:
 FOR THE W/C'S:
 A. OK
 B. OK
 C. OK
 FOR THE STALLS:
 A. OK
 FOR THE URINALS:
 A. OK
 B. OK
 FOR THE LAVS:
 A. 11-4.19.2 HEIGHT & CLEARANCES
 ****RESPONSE NOTED, BUT ALL LAVS SHALL BE 2'10" HIGH
 AND SHALL HAVE A KNEE CLEARANCE OF 2'9". SHOW ON ALL
 LAVS.
 B. OK
 C. OK
 FOR THE SHOWERS:
 A. 11-4.21.2 SIZE & CLEARANCES
 ****RESPONSE NOTED, BUT THE SHOWERS SHALL BE 36"X36".
 SHOWERS ARE SHOWN AS 38"X38".
 B. OK
 C. OK
 D. OK
 E. OK
  
 13. SHT A4.23 FINISH SCHEDULE. INDICATE HOW PAINTED GWB
 COMPLIES WITH THE "HARD" SURFACE REQUIRED IN SECTION
 1210.2. THE REQUIREMENT IS FOR A SMOOTH, HARD,
 NONABSORBENT SURFACE.
 ****RESPONSE NOTED, BUT "EPOXY PAINT" DOES NOT COMPLY
 WITH THE REQUIREMENT.
  
 14. OK
 15. OK
 16. OK
  
 17. SHT P1.1 RWL TO BE 10" @ 10,666SF. TABLE 1106.3. -
 10" @15,566SF TO READ 16,566SF. RECHECK ADDITION.
 SECTION 106.1.1. - 15" @28,862SF TO READ 26,862SF.
 PLEASE RECHECK ADDITION. SECTION 106.1.1. ****RESPONSE
 NOTED, BUT ADDITION NOT CORRECT. PLEASE RECHECK
 ADDITION OF AREA AND VERTICAL WALL CONTRIBUTION, AND
 TOTAL SQUARE FOOTAGE AS IT ACCUMULATES IN THE SYSTEM.
  
 18. OK
 19. OK
 20. OK
 21. OK
  
 22. SHT P2-1 SANITARY RISER 3R/P2-1 NO P1 FIXTURE SHOWN
 & SHOWER IS INDICATED AS A FLOOR DRAIN. PLEASE
 CORRELATE RISER AND FLOOR PLAN. SECTION 106.1.1.
 ****RESPONSE NOTED, BUT NOW A FIXTURE P-1 IS MISSING
 FROM THE RISER DIAGRAM.
  
 23. OK
 24. OK
  
 25. SHT P2-2 STORM RISER DIAGRAM. 15" @ 28,862SF TO
 READ 15" 26,862SF. PLEASE CHECK ADDITION. SECTION
 106.1.1. - 10" @ 15,566SF TO READ 10" 16,566SF. - 8" @
 10,666SF IS REQUIRED TO BE 10" ON THE HORIZONTAL ABOVE
 AND BELOW RISER. TABLE 1106.3.
 ****RESPONSE NOTED, BUT ADDITION STILL INCORRECT.
 PLEASE RECHECK ALL ADDITION IN SYSTEM.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. SUBMITTING ONE SET
 OF PLANS FROM THIS REVIEW SEPARATELY, FOR COMPARISON,
 WILL HELP TO EXPEDITE YOUR PERMIT ALSO. 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 F Date 2006-12-19 Cont ID  
Sent By kstevens Date 2006-12-19 Time 09:56 Rev Time 0.00
Received By kstevens Date 2006-12-14 Time 14:25 Sent To  
Notes
2006-12-19 12:58:24DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
 FBC-2004 CHAPTER 11
 FBC-2004 BUILDING
  
 1. PER ADDRESSING, THE ADDRESS FOR THE STILES-NICHOLSON
 CENTER IS 2395 NORTHWOOD UNIVERSITY DRIVE. ALL SHEETS
 WITH AN ADDRESS IN THE TITLE BLOCK SHALL BE CORRECTED,
 INCLUDING THE FRONT COVER SHEET. THE ADDRESS SHALL BE
 CORRECTED ON THE APPLICATION FOR PERMIT AS WELL.
  
 2. SHT 2 0F 2 SHALL BE SIGNED, SEALED, AND DATED AS
 REQUIRED BY THE FLORIDA STATUTES AND SECTION 106.1.
  
 3. ALL CIVIL SHEETS SHALL BE SIGNED, SEALED, AND DATED
 AS REQUIRED BY THE FLORIDA STATUTES AND SECTION 106.1.
  
 4. SHT C8 METER ASSEMBLY DETAIL INDICATES A 2" RPZV
 BACKFLOW WITH A 2-1/2" WATER SERVICE. PER TABLE
 603.1(D), ALL SECONDARY BACKFLOWS AND ASSEMBLIES SHALL
 BE AT LEAST THE SAME SIZE AS THE LINE IN WHICH THEY ARE
 INSTALLED. A 2-1/2" BACKFLOW IS REQUIRED.
  
 5. SHTS L1, L2, I1, & I2. THE FIRM NAME, ADDRESS &
 PHONE NUMBER ARE REQUIRED IN THE TITLE BLOCK. FAC
 61G1-16.004(1) & FS 481.306.
  
 6. SHT A0.10 - OCCUPANCY IS INDICATED AS MIXED, A3 & B.
 SUBMIT CALCULATIONS FOR MINIMUM FACILITIES FOR EACH
 OCCUPANCY PER TABLES 1004.1.2 & 403.1. INDICATE THE
 SQUARE FOOTAGE FOR EACH OCCUPANCY. INDICATE COMPLIANCE
 WITH SECTION 403.1.1 POTTY PARITY FOR THE A3
 OCCUPANCY.
  
 7. SHT A1.30 SUBMIT CALCULATIONS FOR PRIMARY AND
 SECONDARY ROOF DRAINS. SHOW THE SQUARE FOOT AREA OF
 EACH ROOF DRAIN, WITH 1/2 AREA OF ALL VERTICAL WALLS
 ADDED, AS WELL AS ANY ROOF AREA THAT DRAINS ONTO THE
 ROOF AREAS FROM ABOVE IN THE CALCULATIONS. SECTIONS
 1106 & 1107 WITH ALL SUBSECTIONS.
  
 8. SHT A2.2 DETAIL 2/A2.2 DOES NOT REFLECT THE LOWER
 ROOF PLAN SHOWN ON SHT A1.30. THE LOWER ROOF PLAN
 INDICATES 2 10" DIA. SCUPPERS ON THE EAST ELEVATION.
 THE DETAIL SHOWS 1 RECTANGULAR SCUPPER. PLEASE
 CORRELATE THE DETAIL & ROOF PLAN INFORMATION. SECTION
 106.1.1.
  
 9. SHT A4.01 DETAIL 1. THE ACCESSIBLE STALLS DO NOT
 MEET THE CODE REQUIREMENT FOR NEW STALLS. A LAV IS
 REQUIRED IN THE ACCESSIBLE STALL. PLEASE SEE SECTION
 11-4.17.3 EXCEPTION(1)(2) AND FIG. 11-30(E). (ALSO
 CORRECT STALL CONDITION ON SHEETS A0.10, A1.10, A1.11,
 A1.13, AND ANY RELEVANT PLUMBING SHEETS.
  
 10. SHT A4.01 BOYS (114 - 138) & GIRLS (115 - 137)
 TOILET ROOMS, THE TURNING AREA SHALL BE SHOWN IN THE
 TOILET ROOM, NOT THE ACCESSIBLE STALL. SECTION
 11-4.22.3.
  
 11. SHT A4.01 SHOW THE CLEAR FLOOR SPACE FOR THE
 ACCESSIBLE URINALS IN TOILET ROOMS 114 & 138 PER
 SECTION 11-4.18.3.
  
 12. SHTS A4.10 & A4.11 SHOW THE FOLLOWING ACCESSIBLE
 REQUIREMENTS:
 FOR THE W/C'S:
 A. 11-4.16.2 CLEAR FLOOR SPACE
 B. 11-4.16.3 HEIGHT
 C. 11-4.16.6 DISPENSERS
 FOR THE STALLS:
 A. 11-4.17.3 SIZE & ARRANGEMENT (EXCEPTION NEW CONST.
 (1)(2)) & FIG. 11-30E.
 FOR THE URINALS:
 A. 11-4.18.3 CLEAR FLOOR SPACE
 B. 11-4.18.4 FLUSH CONTROLS
 FOR THE LAVS:
 A. 11-4.19.2 HEIGHT & CLEARANCES
 B. 11-4.19.4 EXPOSED PIPES & SURFACES
 C. 11-4.19.5 FAUCETS
 FOR THE SHOWERS:
 A. 11-4.21.2 SIZE & CLEARANCES
 B. 11-4.21.3 SEAT
 C. 11-4.21.4 GRAB BARS
 D. 11-4.21.5 CONTROLS
 E. 11-4.21.6 SHOWER UNIT
  
 13. SHT A4.23 FINISH SCHEDULE. INDICATE HOW PAINTED GWB
 COMPLIES WITH THE "HARD" SURFACE REQUIRED IN SECTION
 1210.2. THE REQUIREMENT IS FOR A SMOOTH, HARD,
 NONABSORBENT SURFACE.
  
 14. SHT P0.1 WATER HEATER "A" DETAIL THERMAL EXPANSION
 CONTROL IS REQUIRED BY SECTION 607.3.2. INDICATE
 METHOD.
  
 15. SHT P0.1 PLUMBING NOTES #5. AIR CHAMBERS ARE NOT
 APPROVED. PLEASE DELETE REFERENCE. SECTION 604.9 &
 PDI-WH 201.
  
 16. SHT P1.1 SANT. LINE TO WASH MACHINE BOX SHALL BE 3"
 PER SECTION 406.3.
  
 17. SHT P1.1 RWL TO BE 10" @ 10,666SF. TABLE 1106.3. -
 10" @15,566SF TO READ 16,566SF. RECHECK ADDITION.
 SECTION 106.1.1. - 15" @28,862SF TO READ 26,862SF.
 PLEASE RECHECK ADDITION. SECTION 106.1.1.
  
 18. SHTSP1.2 & P1.3.8" RWL 10,666SF TO BE 10" ON
 THE HORIZONTAL BLDG DRAIN AND THE HORIZONTAL BRANCH
 DRAIN PRIOR TO A DOWNSTREAM OF RWL. TABLE 1106.3.
  
 19. SHT P2.1 RISER 2R/P2-1 DOES NOT REFLECT THE FLOOR
 PLAN. NO PIPING TO HOSE BIBBS SHOWN AND NO PIPING TO
 THE DRINKING FOUNTAINS SHOWN. PLEASE CORRELATE RISER &
 FLOOR PLAN. INDICATE "REVERSE FOR TOILET ROOMS 114 &
 115. SECTION 106.1.1.
  
 20. DOMESTIC WATER RISER 11R/P2-1 NO WATER SUPPLY
 PIPING SHOWN TO THE WASH MACHINE CONNECTION BOX. PLEASE
 CORRELATE. SECTION 106.1.1.
  
 21. SHT P2-1 SANITARY RISER 10R/P2-1 DRY HORIZONTAL
 VENTS ARE NOT APPROVED PER SECTIONS 905.3 & 905.4. (SEE
 RED LINE EXAMPLE ON SHEET TO CORRECT CODE VIOLATION.
  
 22. SHT P2-1 SANITARY RISER 3R/P2-1 NO P1 FIXTURE SHOWN
 & SHOWER IS INDICATED AS A FLOOR DRAIN. PLEASE
 CORRELATE RISER AND FLOOR PLAN. SECTION 106.1.1.
  
 23. SHT P2-1 WATER RISER 4R/P2-1 WATER HAMMER ARRESTORS
 SHALL BE LOCATED NEAR THE FIXTURE IN AN "EFFECTIVE
 RANGE" NOT IN THE CEILING AS SHOWN. PDI-WH 201 AND
 MANUF. INSTALLATION INSTRUCTIONS.
  
 24. SHT P2-1 SANITARY WASTE RISER DIAGRAM, 1R/ P2-1
 INDICATE ON THE PLANS THAT THE RISER IS "REVERSE FOR
 TOILET ROOMS 114 & 115".
  
 25. SHT P2-2 STORM RISER DIAGRAM. 15" @ 28,862SF TO
 READ 15" 26,862SF. PLEASE CHECK ADDITION. SECTION
 106.1.1. - 10" @ 15,566SF TO READ 10" 16,566SF. - 8" @
 10,666SF IS REQUIRED TO BE 10" ON THE HORIZONTAL ABOVE
 AND BELOW RISER. TABLE 1106.3.
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. SUBMITTING ONE SET
 OF PLANS FROM THIS REVIEW SEPARATELY, FOR COMPARISON,
 WILL HELP TO EXPEDITE YOUR PERMIT ALSO. THANK YOU FOR
 YOUR ANTICIPATED COOPERATION.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 6 Status F Date 2008-10-29 Cont ID  
Sent By adavila Date 2008-10-29 Time 17:19 Rev Time 0.00
Received By adavila Date 2008-10-29 Time 17:19 Sent To  
Notes
2008-10-29 17:20:44PLANNING AND ZONING DEPARTMENT
  
 ***FAILED***
  
 1. SITE PLAN APPROVAL EXPIRED ON OCTOBER 26, 2008. NEW
 DEVELOPMENT APPLICATION REQUIRED.
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC
 SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
  
Review Stop Z ZONING
Rev No 5 Status P Date 2008-03-05 Cont ID  
Sent By adavila Date 2008-03-05 Time 15:42 Rev Time 0.00
Received By adavila Date 2008-03-04 Time 08:59 Sent To  
Notes
2008-03-05 15:42:42PER ERIC SCHNEIDER, PRINCIPAL PLANNER.
Review Stop Z ZONING
Rev No 4 Status F Date 2007-10-23 Cont ID  
Sent By adavila Date 2007-10-23 Time 11:39 Rev Time 0.00
Received By adavila Date 2007-10-23 Time 11:39 Sent To  
Notes
2007-10-23 11:42:58PLANNING AND ZONING DEPARTMENT
  
 ***FAILED***
  
 1.PROVISOS WERE NOT ADDRESSED IN THE RESUBMITTED
 PLANS.CIVIL DRAWINGS STILL SHOW INCORRECT PARKING
 STALL DETAILS.STRUCTURAL DRAWINGS STILL SHOW
 INCORRECT DUMPSTER ENCLOSURE WALL DETAIL.ALL PLANS
 SHALL SHOW SAME CONDITIONS.PLEASE REVISE.
  
 2.ALL SIGNS SHALL BE APPROVED ON A SEPARATE PERMIT.
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC
 SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
Review Stop Z ZONING
Rev No 3 Status P Date 2007-06-01 Cont ID  
Sent By adavila Date 2007-06-01 Time 16:31 Rev Time 0.00
Received By adavila Date 2007-06-01 Time 16:31 Sent To  
Notes
2007-06-01 16:33:42PLANNING AND ZONING DEPARTMENT
  
 ***APPROVED WITH PROVISO***
  
 1.PROVISO PARKING DETAIL PROVIDED ON SHEET SP1 SHALL
 GOVERN, AND NOT THE ONE ON SHEET C7.
  
 2.PROVISO DUMPSTER WALL DETAIL PROVIDED ON SHEET SP1
 SHALL GOVERN, AND NOT THE ONE ON SHEET S7.2
  
 3.PROVISO ALL SIGNS SHALL BE APPROVED ON A DIFFERENT
 PERMIT (SIGN PERMIT).
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA Q. OR ERIC
 SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
Review Stop Z ZONING
Rev No 2 Status P Date 2007-02-02 Cont ID  
Sent By adavila Date 2007-02-02 Time 12:58 Rev Time 0.00
Received By adavila Date 2007-02-01 Time 12:58 Sent To  
Notes
2007-02-02 13:00:45PLANNING AND ZONING DEPARTMENT
  
 ***PASSED***
  
 1. PROVISO PARKING DETAIL PROVIDED ON SHEET SP1 SHALL
 GOVERN, AND NOT THE ONE ON SHEET C7.
  
 2. PLEASE BE AWARE THAT ALL SIGNAGE SHALL BE APPROVED
 ON A DIFFERENT PERMIT (SIGNAGE PERMIT).
  
 COMMENTS/QUESTIONS, PLEASE CONTACT ANDREINA DAVILA Q.
 OR ERIC SCHNEIDER, PRINCIPAL PLANNER, AT 822-1435.
  
Review Stop Z ZONING
Rev No 1 Status F Date 2006-11-03 Cont ID  
Sent By adavila Date 2006-11-03 Time 09:00 Rev Time 0.00
Received By adavila Date 2006-11-02 Time 08:50 Sent To  
Notes
2006-11-03 08:55:5911/03/2006 PLANNING AND ZONING ***FAILED***
  
 1) PROVIDE LATEST COPIES OF SITE PLANS, LANDSCAPE
 PLANS, AND ALL OTHER PLANS WHERE APPLICABLE.PLEASE
 NOTE THAT ALL PLANS (CIVIL, IRRIGATION, ETC.) SHALL
 CONFORM TO THE LATEST VERSION OF THE SITE PLAN.
  
 2) SIGNS SHALL BE APPROVED ON A DIFFERENT PERMIT.
  
 COMMENTS/QUESTIONS, CONTACT ANDREINA DAVILA AT
 822-1435.


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