Plan Review Details - Permit 06010576
Plan Review Stops For Permit 06010576
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2006-05-23 Cont ID  
Sent By lursu Date 2006-05-23 Time 13:30 Rev Time 0.00
Received By lursu Date 2006-05-10 Time 17:17 Sent To  
Notes
2006-05-23 00:00:00ADDRESS REASIGNED TO 1920 WEKIVA WAY.
2006-05-10 00:00:00ADDRESS MUST BE REASIGNED BASED ON THE
 FRONTAGE ON THE WAKEVIA WAY PRIVATE ROAD
Review Stop AD ADDRESSING
Rev No 1 Status N Date 2006-01-13 Cont ID  
Sent By swurafti Date 2006-01-13 Time 16:22 Rev Time 0.00
Received By swurafti Date 2006-01-13 Time 16:22 Sent To  
Notes
2006-01-13 00:00:00PROPERTY ANNEXED TO CITY PCN MUST BE
 ASSIGNED WITH ADDRESS PRIOR PCN
 #00424328430060000
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2006-08-25 Cont ID  
Sent By jwitmer Date 2006-08-25 Time 08:43 Rev Time 4.33
Received By jwitmer Date 2006-08-24 Time 16:20 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2006-08-24 Cont ID  
Sent By jwitmer Date 2006-08-24 Time 07:26 Rev Time 2.22
Received By jwitmer Date 2006-08-24 Time 07:26 Sent To  
Notes
2006-08-24 00:00:00PERMIT: 06010576
 ADD: 1920 WEKIVA WAY
 CONT: ANDERSON- MOORE CONSTRUCTION
 TEL: (561)662-1819
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 4TH REVIEW
 ACTION: DENIED
 ---IMPORTANT NOTICE---
 WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE
 ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET
 OR SPECIFICATION PAGE WHERE THE CHANGES
 CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
  
  
 1)THENOC HAS NOT BEEN FILED WITH THE
 CLERK OF THE COURT (RECORDED).
 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.
  
 2)THE LANDSCAPE ARCITECT HAS NOT
 SIGNED NOR SEALED ANY PLANS.
 SITE PLAN & REGULATING PLAN IN ALL
 SETS ARE NOT SIGNED NOR SEALED.
 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
  
 5) LIGHT POLES NOW HAVE SIGNED AND
 SEALED COVER LETTER ONLYFROM AN
 ENGINEER. INSIDE THE REPORT BOOK 1 HAS
 DOCUMENTATION FOR 34' LIGHT POLES
 WHEREAS BOOK 2 & 3 HAVE INFORMATION FOR
 28' POLES.
 E-2 INDICATES SEE LIGHT POLE SCHEDULE
 BUT THERE IS NO SCHEDULE FOR HEIGHT OF
 LIGHT POLES ONLY LIGHT FIXTURES. PLEASE
 PROVIDE ON E-2 THE HEIGTH OF POLE AND
 PROVIDE (3) SETS OF DOCUMENTS COMPLYING
 WITH 140 MPH, 3 SECOND GUST.
  
 FLORIDA ADMINISTRATIVE CODE
 61G15-23.002(2)
 A COVER OR INDEX SHEET FOR ENGINEERING
 SPECIFICATIONS MAY BE USED AND THAT
 SHEET MUST BE SIGNED AND SEALED AND THE
 DATED BY THOSE ENGINEERS IN RESPONSIBLE
 CHARGE OF THE PRODUCTION AND PREPARATION
 OF EACH SECTION OF THE ENGINEERING
 SPECIFICATION WITH SUFFICIENT
 INFORMATION ON THE COVER SHEET OR INDEX
 SO THAT THE USER WILL BE AWARE OF EACH
 PORTION OF THE SPECIFICATIONS FOR WHICH
 EACH PROFESSIONAL ENGINEEER IS
 RESPONSIBLE.
  
 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
  
 ---BUILDING PROVISOS---
 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.
  
 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.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-08-04 Cont ID  
Sent By jwitmer Date 2006-08-04 Time 15:37 Rev Time 3.33
Received By jwitmer Date 2006-08-04 Time 13:49 Sent To E
Notes
2006-08-04 00:00:00PERMIT: 06010576
 ADD: 1920 WEKIVA WAY
 CONT: ANDERSON- MOORE CONSTRUCTION
 TEL: (561)662-1819
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 ACTION: DENIED
 ---IMPORTANT NOTICE---
 WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE
 ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET
 OR SPECIFICATION PAGE WHERE THE CHANGES
 CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 1) COMMENT SHEET INDICATES A NEW PERMIT
 APPLICATION WAS SUBMITTED. NO PERMIT
 APPLICATION CAN BE FOUND AT THIS TIME.
  
 2)THENOC HAS NOT BEEN FILED WITH THE
 CLERK OF THE COURT (RECORDED).
 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) LANDSCAPE ARCHITECT LAND DESIGN SOUTH
 3A) ONLY (2) SETS OF PLANS SUBMITTED.
  
 2B) THE LANDSCAPE ARCITECT HAS NOT
 SIGNED NOR SEALED ANY PLANS.
  
 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
  
 3C) ONCE ALL 3 SETS OF PLANS ARE SIGNED
 AND SEALED BY THE LANDSCAPE ARCHITECT,
 PLANS TO BE CARRIED TO ZONING WHERE ALL
 SETS TO BE SIGNED BY ZONING( STAMPED).
  
 4) REVIEWED ALL PREMITS APPLIED FOR
 UNDER1920 WEKIVA WAY ONLY BLDG HAS
 BEEN APPLIED FOR. WILL PULL ROOFING
 PRODUCT APPROVAL FOR PERMIT PACKAGE.
 THE PLANS INDICATE A BUILT UP ROOFWITH
 LIGHTWEIGHT AND R-20 INSULATION BOARD
 AND THEN STEEL DECK. WHERE AS THE
 PRODUCT APPROVAL (MODIFIED) AND
 SUBSYSTEM "SBS" DOES NOT MENTION ANY
 INSULATION BOARD.
 THE SECOND ISSUE WITH THE ROOFING
 REPORT VS PLANS. S-8 THE ENGINEER
 INDICATES A -38.2 IN ZONE# 3 WHERE AS
 THE PRESSURE PER SQ FT IS 99.68
 ELEVATION 40'/45' 1.12 ADJUSTMENT
 FACTOR. THE PRODUCT TESTING REPORT TO BE
 SUBMITTED, SEE IF LIMITATION 7 OR
 LIMITATION 9 OCCURS.
  
 5) LIGHT POLES ONLY HAVE 1 SEALED SET OF
 PLANS.
 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
  
 ---BUILDING PROVISOS---
 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.
  
 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.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-05-31 Cont ID  
Sent By jwitmer Date 2006-05-31 Time 14:01 Rev Time 3.33
Received By jwitmer Date 2006-05-31 Time 14:01 Sent To  
Notes
2006-05-31 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06010576
 ADD: 1920 WEKIVA WAY
 CONT: ANDERSON- MOORE CONSTRUCTION
 TEL: (561)662-1819
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE
 ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET
 OR SPECIFICA TION PAGE WHERE THE CHANGES
 CAN BE FOUND WILL HELP TO EXPEDITE YOUR
 PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 2)THE FILED NOC HAS THE WRONG ADDRESS,
 SHOULD READ FOR THE SITE ADDRESS AS 1920
 WEKIVA WAY.
 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) 2ND REQUEST, THE PERMIT APPLICATION
 AND ALL ASSOCIATED DOCUMENTS SHOULD HAVE
 THE CORRECT ADDRESS OF 1920 WEKIVA WAY.
  
 4) COMPLIED.
  
 5) 2ND REQUEST,
 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
  
 6) COMPLIED.
  
 7) PROVISO:
 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY
 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.
  
 8)PROVISO:
 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENET 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
 HIGHWINDS.
 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.
  
 9) 2ND REQUEST,
 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) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
 G) NUMBER OF FLOORS
 H) SQ. FT. FOOTPRINT
 I) SQ. FT. UNDER ROOF (TOTAL)
 J) OCCUPANT LOAD
 K) FLOOD ZONE
 L) FLOOD ELEVATION
 M)L.O.M.R.LETTER OF MAP REVISION
  
 10) TO BE DETERMINED
  
 11) 2ND REQUEST,
 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.
  
 12) 2ND REQUEST,
 PROVIDE FLORIDA COVERHEET WITH THE
 REPORT!!!!!!!!!!!
 PRODUCT APPROVALS SUBMITTED WITH PERMIT
 APPLICATION AFTER OCTOBER 1, 2003 ARE
 REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 13) COMPLIED.
  
 14) COMPLIED.
  
 15) COMPLIED
  
 16) COMPLIED.
  
 17) COMPLIED.
  
 18 PRODUCT APPROVALS:
 18A) WINDOWS- COMPLIED
  
 18B) MULLIONS- COMPLIED.
  
 18C) GLAXED EXTERIOR DOORS- FL
 COVERSHEET
  
 18D) EXTERIOR METAL DOOR- FL COVERSHEET
  
 18E) MODIFIED- FL COVERSHEET
  
 18F) PREMANUFACTURED A/C STANDS, PROBLEM
 WILL REQUIRE LOCAL APPROVAL PLUS THIRD
 PARTY QUALITY ASSURANCE
 PROGRAM!!!!!!!!!!
  
 19) 2ND REQUEST,
 THE CONTRACTOR IS NOT PROVIDING WHICH
 SUB-SYSTEM TO BE USED (PAGES10-22). ONCE
 THE SYSTEM IS KNOWN EACH INDIVIDUAL
 SUB-SYSTEM HAS SPECIFIC PRESSURE
 LIMITATIONS LISTED AND LIMITATION 7 OR
 9. FOR ENHANCED FASTENING AND ENGINEER
 WILL DETERMINE FOR ZONES 2 & 3.
  
 20) COMPLIED.
  
 21) 2ND REQUEST,
 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.
  
 22) (3) SETS OF PLANS AND ALL DOCUMENTS
 WILL BE REQUIRED, FOR RESIDENT
 INSPECTOR.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-04-25 Cont ID  
Sent By jwitmer Date 2006-04-25 Time 16:11 Rev Time 5.55
Received By jwitmer Date 2006-04-25 Time 16:11 Sent To  
Notes
2006-04-25 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06010576
 ADD: 7300 OKEECHOBEE BLVD.
 CONT: ANDERSON- MOORE CONSTRUCTION
 TEL: (561)662-1819
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 1) WHEN RESUBMITTING PLANS PLEASE
 INDICATE THE REVISION & REMOVE & REPLACE
 ANY PAGES AS NECESSARY. A TRANSMITTAL
 LETTER LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER, WITH A DESCRIPTION OF
 THE REVISION MADE, IDENTIFYING THE SHEET
 OR 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) PERMIT APPLICATION INDICATES PEOPERTY
 AS 7300 OKEECHOBEE BLVD WHEREAS CIVIL
 SHEETS INDICATE A PRIVATE NAMED ROAD
 WAKEVIA WAY PROPERTY SHOULD HAVE AN
 ADDRESS OFF OF WAKEVIA WAY. SEE
 ADDRESSING TECHNITION LILI URSA FOR
 NEWLY ASSIGNED ADDRESS. (561)805-6731.
  
 4)PROVIDE 3 SOILS REPORTS SIGNED AND
 SEALED.1802.2.1 QUESTIONABLE SOIL.
 WHERE THE SAFE-SUSTAINING POWER OF THE
 SOIL IS IN DOUBT, OR WHERE A
 LOAD-BEARING VALUE SUPERIOR TO THAT
 SPECIFIED IN THIS CODE IS CLAIMED, THE
 BUILDING OFFICIAL SHALL REQUIRE THAT THE
 NECESSARY INVESTIGATION BE MADE. SUCH
 INVESTIGATION SHALL COMPLY WITH THE
 PROVISIONS OF SECTIONS 1802.4 THROUGH
 1802.6 .
  
 5) 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
  
 6)13-101.1.6 SHELL BUILDINGS.
 NONRESIDENTIAL BUILDINGS THAT ARE
 PERMITTED PRIOR TO DESIGN COMPLETION OR
 WHICH WILL BE FINISHED IN SECTIONS AT A
 TIME AFTER CONSTRUCTION OF THE SHELL
 SHALL COMPLY WITH EITHER METHOD B OR C
 OF SUBCHAPTER 13-4 OF THE CODE PRIOR TO
 GRANTING OF A PERMIT TO BUILD. ALL
 ASSUMPTIONS MADE ABOUT FEATURES NOT
 INSTALLED UNTIL LATER THAT ARE NOT ON
 THE BUILDING PLANS SHALL BE LISTED AND
 APPENDED TO THE COMPLIANCE FORM
 SUBMITTED TO THE BUILDING DEPARTMENT.
 UNLESS THE BUILDING IS COMPLETED AS PER
 ALL ASSUMPTIONS MADE IN THE ORIGINAL
 CODE COMPLIANCE SUBMITTAL, A REVISED
 CODE SUBMITTAL(S) USING METHODS A, B OR
 C SHALL BE SUBMITTED WHEN COMPLETION OF
 THE BUILDING (OR PART OF THE BUILDING)
 IS PERMITTED.
  
 7) 109.3.10* IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS
 CODE SHALL BE PERMORMED IN A MANNER SO
 AS NOT TO ADVERSLY 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 HISTORICSURFACE WATER
 DRAINAGE FLOWS SERVING ADJACENT
 PROPERTIES, & MAY REQUIRE SPECIAL
 DRAINAGE DESIGNCOMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED
 SITES.ACCORDINGLY, DEVELOPERS,
 CONTRACTORS, AND OWNERS OF ALL NEW
 RESIDENTIAL DEVELOPMENET, 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 PROFESSIONALY
 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.
  
 8) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENET 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
 HIGHWINDS.
 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.
  
 9) 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) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE DESIGN OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED, WHETHER THE SPRINKLER SYSTEM
 IS REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
 G) NUMBER OF FLOORS
 H) SQ. FT. FOOTPRINT
 I) SQ. FT. UNDER ROOF (TOTAL)
 J) OCCUPANT LOAD
 K) FLOOD ZONE
 L) FLOOD ELEVATION
 M)L.O.M.R.LETTER OF MAP REVISION
  
 10) 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.
  
 11) 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.
  
 12) PRODUCT APPROVALS SUBMITTED WITH
 PERMIT APPLICATION AFTER OCTOBER 1, 2003
 ARE REQUIRED TO COMPLY WITH THE FLORIDA
 PRODUCT APPROVAL SYSTEM. FOR INFORMATION
 PLEASE SEE THE STATE WEBSITE AT
 WWW.FLORIDABUILDING.ORG. PRODUCTS WITH
 STATEWIDE APPROVAL ARE REQUIRED TO BE
 SUBMITTED WITH A COVER SHEET THAT LISTS
 THE PRODUCT IDENTITY NUMBER FROM THE
 STATE. IF THE PRODUCT DOES NOT HAVE
 STATEWIDE APPROVAL, SUBMIT AN APPLICA-
 TION FOR LOCAL PRODUCT APPROVAL OR SITE
 SPECIFIC FORM PER RULE 9B-72. SEE
 ATTACHMENT. WWW.FLORIDABUILDING.ORG
  
 13) SHEET 1.1 CODE SUMMARY INDICATES THE
 DESIGNER HAS DECLARED THIS A TYPE VB/
 BUSINESS, BUILDING WITH AREA AND HEIGHT
 MODIFICATIONS. PLEASE PROVIDE THE
 CALCULATIONS FOR FRONTAGE INCREASE 506.2
 AND AREA MODICATIONS 506.1 AND 506.3
 AUTOMATIC SPRINKLER SYSTEM INCREASE.
  
 14) PLEASE PROVIDE SITE PLAN WITH THE
 ACCCESSIBLE ROUTE TO THE PUBLIC WAY.
 11-4.1.2;
 (1) AT LEAST ONE ACCESSIBLE ROUTE
 COMPLYING WITH SECTION 11-4.3 SHALL BE
 PROVIDED WITHIN THE BOUNDARY OF THE SITE
 FROM PUBLIC TRANSPORTATION STOPS,
 ACCESSIBLE PARKING SPACES, PASSENGER
 LOADING ZONES IF PROVIDED, AND PUBLIC
 STREETS OR SIDEWALKS, TO AN ACCESSIBLE
 BUILDING ENTRANCE.
 (2) AT LEAST ONE ACCESSIBLE ROUTE
 COMPLYING WITH SECTION 11-4.3 SHALL
 CONNECT ACCESSIBLE BUILDINGS, ACCESSIBLE
 FACILITIES, ACCESSIBLE ELEMENTS, AND
 ACCESSIBLE SPACES THAT ARE ON THE SAME
 SITE.
  
 15) THE PLANS DO NOT CLEARLY INDICATE
 THE ELEVATION CHANGES ON THE PASSENGER
 LOADING ZONE LOCATED ON THE WEST END OF
 THE BUILDING. CIVIL PLANS INDICATE ON
 THE WEST SIDE OF THE PORTICO A ELEVATION
 OF 17'-71/2" WHERE AS THE PLAN INDICATES
 THE INTERIOR FINISH FLOOR OF 18'-6" THIS
 IS A CHANGE OF 101/2".PLEASE PROVIDE
 SAME INFORMATION ON CHANGE IN GRADE FOR
 THE EAST ENTRY. PLEASE PROVIDE A
 SECTION THROUGH THE PASSENGER LOADING
 ZONE.11-4.6.6 PASSENGER LOADING ZONES.
  
 PASSENGER LOADING ZONES SHALL PROVIDE AN
 ACCESS AISLE AT LEAST 60 INCHES (1525
 MM) WIDE AND 20 FEET (6096 MM) LONG
 ADJACENT AND PARALLEL TO THE VEHICLE
 PULL-UP SPACE (SEE FIGURE 11-10 ). IF
 THERE ARE CURBS BETWEEN THE ACCESS AISLE
 AND THE VEHICLE PULL-UP SPACE, THEN A
 CURB RAMP COMPLYING WITH SECTION 11-4.7
 SHALL BE PROVIDED. VEHICLE STANDING
 SPACES AND ACCESS AISLES SHALL BE LEVEL
 WITH SURFACE SLOPES NOT EXCEEDING 1:50
 (2 PERCENT) IN ALL DIRECTIONS.
  
 16) SHEET 3.1 SECTIONS 3/ 6.1, DETAIL
 1/8.3 & DETAIL 1/ 8.4 STAIR SECTIONS DO
 NOT PROVIDE GUARD INFORMATION COMPLYING
 WITH:11-4.4.2 HEAD ROOM. WALKS,
 HALLS, CORRIDORS, PASSAGEWAYS, AILES OR
 OTHER CIRCULATION SPACES SHALL HAVE 80
 INCHES MINIMUM CLEAR HEAD ROOM (SEE
 FIGURE 8(A)). IF VERTICAL CLEARENCE OF
 AN AREA ADJOINING AN ACCESSIBLE ROUTE IS
 REDUCED TO LESS THAN 80 IN. (NOMINAL
 DIMENSION), A BARRIER TO WARN BLIND OR
 VISUALLY- IMPARED PERSONS SHALL BE
 PROVIDED. (SEE FIGURE 8(C-1)).
  
 17A) SHEET 10.1 DOOR SCHEDULE EXIT SHAFT
 ENCLOSURE DOORS TO BE 45 MINUTE RATED
 NOT 20 MIN AS CORRIDOR DOORS ARE.
  
 7.3.1 SHAFT ENCLOSURES.
 THE FIRE-RESISTANCE RATING OF THE FIRE
 BARRIER SEPARATING BUILDING AREAS FROM A
 SHAFT SHALL COMPLY WITH SECTION 707.4 .
  
 707.4
 SHAFT ENCLOSURES SHALL HAVE A
 FIRE-RESISTANCE RATING OF NOT LESS THAN
 2 HOURS WHERE CONNECTING FOUR STORIES OR
 MORE AND NOT LESS THAN1 HOUR WHERE
 CONNECTING LESS THAN FOUR STORIES. THE
 NUMBER OF STORIES CONNECTED BY THE SHAFT
 ENCLOSURE SHALL INCLUDE ANY BASEMENTS
 BUT NOT ANY MEZZANINES. SHAFT ENCLOSURES
 SHALL BE CONSTRUCTED AS FIRE BARRIERS IN
 ACCORDANCE WITH SECTION 706 . SHAFT
 ENCLOSURES SHALL HAVE A FIRE-RESISTANCE
 RATING NOT LESS THAN THE FLOOR ASSEMBLY
 PENETRATED, BUT NEED NOT EXCEED 2 HOURS.
  
  
 706.3.2 EXIT ENCLOSURES.
 THE FIRE-RESISTANCE RATING OF THE FIRE
 BARRIER SEPARATING BUILDING AREAS FROM
 AN EXIT SHALL COMPLY WITH SECTION 1019.1
 .
  
 1019.1 ENCLOSURES REQUIRED.
  
 INTERIOR EXIT STAIRWAYS AND INTERIOR
 EXIT RAMPS SHALL BE ENCLOSED WITH FIRE
 BARRIERS. EXIT ENCLOSURES SHALL HAVE A
 FIRE-RESISTANCE RATING OF NOT LESS THAN
 2 HOURS WHERE CONNECTING FOUR STORIES OR
 MORE AND NOT LESS THAN 1 HOUR WHERE
 CONNECTING LESS THAN FOUR STORIES. THE
 NUMBER OF STORIES CONNECTED BY THE SHAFT
 ENCLOSURE SHALL INCLUDE ANY BASEMENTS
 BUT NOT ANY MEZZANINES. AN EXIT
 ENCLOSURE SHALL NOT BE USED FOR ANY
 PURPOSE OTHER THAN MEANS OF EGRESS.
 ENCLOSURES SHALL BE CONSTRUCTED AS FIRE
 BARRIERS IN ACCORDANCE WITH SECTION 706
 .
  
 715.3.4 DOORS IN VERTICAL EXIT
 ENCLOSURES AND EXIT PASSAGEWAYS.
 FIRE DOOR ASSEMBLIES IN VERTICAL EXIT
 ENCLOSURES AND EXIT PASSAGEWAYS SHALL
 HAVE A MAXIMUM TRANSMITTED TEMPERATURE
 END POINT OF NOT MORE THAN 450?F (232?C)
 ABOVE AMBIENT AT THE END OF 30 MINUTES
 OF STANDARD FIRE TEST EXPOSURE.
 SEE TABLE 715.3 FIRE BARRIERS REQUIRING
 1 HR RATING/ OPENING PROTECTIVES.
  
  
 17B) SAID DOOR SCHEDULE LIST DOORS AS
 "C" LABEL DOORS TABLE 715.3 RATES DOORS
 IN MINUTES AND HRS.
  
 17 C) DOOR# 307 NOT ON SCHEDULE.
  
 18)FL BLD CODE 1606.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS
 B) MULLIONS
 C) GLAZED EXTERIOR DOORS
 D) EXT METAL DOORS
 E) ROOFING ASSEMBLIES
 F) PREMANUFACTURED A/C STANDS
  
 19) INFORMATION REQUIRED FOR ROOFING
 REPORTS:
 ) THIS ROOF IS MISSING OR NOT IN
 COMPLIANCE WITH THE FOLLOW ITEMS:
  
 ___ CONTRACTOR DID NOT PROVIDE THE MEAN
  
 ROOF HEIGHT.
  
 ___ CONTRACTOR DID NOT INDICATE THE ROOF
 PITCH.
  
 ___ CONTRACTOR FAILED TO INDICATE WHICH
 SYSTEM TO BE USED.
  
 ___ THE SYSTEM PROVIDED HAS A LOW
 PRESSURE FOR ZONE ___ .
  
 ___ THE SYSTEM PROVIDED STATES
 LIMITATION# 7, SHOULD THE FASTENER
 RESISTANCE BE LESS THAN THAT
 REQUIRED, AS DETERMINED BY THE
 BUILDING OFFICIAL, A REVISED
 FASTENER SPACING, PREPARED , SIGNED
 AND SEALED BY A FLORIDA REGISTERED
 PROFESSIONAL ENGINEER, REGISTERED
 ARCHITECT OR REGISTERED ROOF
 CONSULTANT MAY BE SUBMITTED.
  
 ___THE SYSTEM PROVIDED INDICATES
 LIMITATION# 9, NO ENHANCED
 FASTENING ALLOWED.
  
  
 20) SHEET S-8 WIND DESIGN
 20A) DESIGNED TO THE WRONG CODE, 2004
 FBC.
  
 21)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
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop E ELECTRICAL
Rev No 7 Status P Date 2007-09-15 Cont ID  
Sent By dpalmer Date 2007-09-15 Time 07:43 Rev Time 0.00
Received By dpalmer Date 2007-09-15 Time 07:43 Sent To PC
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 6 Status P Date 2007-08-13 Cont ID  
Sent By dpalmer Date 2007-08-13 Time 17:26 Rev Time 0.00
Received By dpalmer Date 2007-08-13 Time 17:26 Sent To PC
Notes
2007-08-13 17:26:53REV FOR SERVICE CONDUCTORS AND FEEDERS.
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2007-08-06 Cont ID  
Sent By dpalmer Date 2007-08-06 Time 08:37 Rev Time 0.00
Received By dpalmer Date 2007-08-06 Time 08:34 Sent To M
Notes
2007-08-06 08:38:29** UNSAT **
  
  
 1) NOTE:PLEASE CORRELATE RISER WITH THE PANEL(S).
 PLEASE SEE THERE IS A PANEL *H* AND *HL* SHOWN.
 PLEASE SEE MDPH WHICH SHOWS PANEL H AND THE RISER SHOWS
 HL. THE SCHEDULE FOR WHAT APPEARS TO BE THIS SAME PANEL
 IS SHOWN AS H.
 FBC 106.1.2
  
 2) NOTE: PLEASE ADJUST FEEDERS AS MDPH INDICATES THE
 OLDER COPPER FEEDERS TO PANEL H/HL AND THE RISER SHOWS
 ALUMINUM.
 PLEASE CORRELATE AND ADJUST.
 FBC 106.1.2, 106.3..5.1.2
 310.16, 240.4.408.4
  
  
 ** 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 4 Status P Date 2006-08-23 Cont ID  
Sent By dpalmer Date 2006-08-23 Time 07:10 Rev Time 0.00
Received By dpalmer Date 2006-08-22 Time 18:05 Sent To  
Notes
2006-08-23 00:00:00ELECTRICAL STAMPED ON PREVIOUS REVIEW,
 ENERGY CALCULATIONS, SUBMITTEDAND
 OTHER INFORMATION REQUESTED.
  
 ** PLANS ROUTED BACK TO TALE WAITING FOR
 COMM BOARD.
2006-08-22 00:00:00IN ELECTRIC FOR REVIEW
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2006-08-04 Cont ID  
Sent By dpalmer Date 2006-08-04 Time 19:29 Rev Time 0.00
Received By dpalmer Date 2006-08-04 Time 19:29 Sent To  
Notes
2006-08-04 00:00:00**** UNSAT ****
  
 1) NOTE: PLEASE SEE PLANS AND BOOKS
 SUBMITTED DO NOT SEEM TO CONTAIN THE
 ENERGY CALCULATIONS FOR FLORIDA ENGERGY
 CODE CALCULATIONS PER CHAPTER 13 COULD
 NTO BE LOCATED.
 PLEASE SEE 13-415.1.AB.1, 13-415.2.ABC.1
  
 2) NOTE: PLEASE SEE BUIDLIGN REVIEW
 NOTES ALSO, PLEASE SEE WIND LOAD
 CALCUALTIONS SUBMITTED CONTAINED ONLY
 ONE SETS WHICH HAS THE ORIGINAL
 SIGNATURE DATE AND SEAL.
 FAC 61G15-23.002, FS471.025
  
 3) NOTE: PLEASE CORRLELATE BOOKS/BINDERS
 WITH INFORMATION. PLEASE SEE LIGHTING
 SUBMITTIALS IN OLD BOOKS ARE NOT IN WITH
 NEW BOOKS AND WIND LOAD CALCULATIONS.
 THIS MAY BE DONE BY CONTRACTOR.
  
 ** PLEASE KNOW ONCE REVIEW OF FEC IS
 DONE AND NOTES FROM ABOVE ARE ADDRESSED,
 REVIEW CAN BE CHANGED TO A "P" STATUS.
 PLEASE SEE AS OF NOW ELECTRICAL PLANS
 ARE STAMPED.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CITY OF WEST PALM BEACH
 CONSTUCTION SERVICES DEPT.
 561-805-6717
 [email protected]
  
 PLANS ROUTED TO LUIS M FOR OTHER
 TRADES.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-06-10 Cont ID  
Sent By dpalmer Date 2006-06-10 Time 19:25 Rev Time 0.00
Received By dpalmer Date 2006-06-10 Time 18:20 Sent To  
Notes
2006-06-10 00:00:00****** UNSAT2ND REVIEW ******
  
 ** PLEASE SEE SOME NOTES FROM PREVIOUS
 REVIEW STILL APPLY AS WELL AS NEW NOTES
 DUE TO CHANGES IN PLANS SUBMITTED.
 PLEASE SEE NOTES BELOW ARE TAKEN
 DIRECTLY FROM PREVIOUS REVIEW WITH NEW
 ADDED AT BOTTOM.
  
 1)NOTE: OK.
  
 2)NOTE:NO, PLEASE SEE ADDRESSING ON
 PLANS HAS STILL NOT BEEN ADDRESSED. THE
 ADDRESSING REVIEWER AND THE CITY HAS
 DESIGNATED THE ADDRESS OF 1920 WEKIVA
 WAY. NO CHNAGES HAS BEEN MADE AS OF THIS
 REVIEW FROM THE ADDRESSING STAFF,
 IN EITHER CASE BUILDING ADDRESS IS
 REQUIRED ON PLANS AND "THE ROAD NAME" IS
 NOT ADEQUATE.
  
 ** PREVIOUS NOTE**
 PLEASE BE SURE ADDRESSING FOR
 LOCATION OF PROJECT IS LISTED ON TITLE
 BLOCKS FOR PROJECT.
 PLEASE SEE NOTES FORTH COMING FROM
 "ADDRESSING REVIEWER"
  
 3)NOTE: OK
  
 4)NOTE:NOTE #4 YES AND NO?, PLEASE SEE
 THE PHOTO-METRICS WERE SUBMITTED UNDER
 NORMAL, HOWEVER COULD NOT LOCATE THE
 LEVELS UNDER EMERGENCY?
  
 ** PREVIOUS NOTE **
 PLEASE PROVIDE A "PHOTOMETRICS"
 FOR STAIRWAYS. PLEASE SEE 2003 NFPA-101
 WHICH NOW REQUIRES A MIN OF 10FT
 CANDLES(108)LUX DURING NORMAL POWER AND
 IS PERMITTED TO 1FT CANDLE/10.8 LUX
 DURING EM POWER.
 7.8.1.3,7.9.2.2
 THIS PHOTOMETRICS DETAIL CAN BEA
 TYPICAL DETAIL FOR STAIRS.
  
 5)NOTE:OK.
  
 6)NOTE: NOTE #6 NO, RESPONSE MENTIONS
 THIS AS DONE, HOWEVER PLEASE SEE PLANS
 INDICATE BOTH THE LIGHTING ON WITH OTHER
 COMMON AREAS AND RECEPTS ON WITH HALL
 RECEPTS?
  
 ** PREVIOUS NOTE **
 PLEASE SEE 620.23 FOR THE
 REQUIRED DEDICATED BRANCH CIRCUIT FOR
 ELEVATOR EQUIPMENT RM.
  
 7)NOTE: OK.
  
 8)NOTE: OK.
  
 9)NOTE: OK.
  
 10)NOTE: NOTE #10 NO, PLEASE SEE FBC
 CHAPTER 13. THERE ARE MANY NEW
 REQUIREMENTS WHICH WILL AFFECT THE
 ELECTRICAL AS SHOWN ON PLANS.
 PLEASE SEE 13-415.1.ABC.1.1,
 13-415.1.ABC.1.2, .1.3, ETC ETC.
 PLEASE SEE EACH FLR SHALL CONTAIN A
 SEPARATE MEANS FOR CONTROL. PLEASE SEE
 EACH ROOM SEPARATED BY FLR/ CEILING
 PARTITIONS SHALL CONTAIN AN OVER RIDE
 SWITCH/DEVICE WHICH PERMITS NO MORE THAN
 4HRS OR 30MINS DEPENDING ON SYSTEM AND
 DEVICES USED.
 THE SCHEDULING SHALL BE INDICATED.
 THE DEVICES AND TIMES SHALL BE INCLUDED
 AND NOTED.
 PLEASE SEE ALL INFORMATION IN CHAPTER
 13.
 PLEASE PROVIDE WORST CASE VOLTAGE DROP
 CALCUALTIONS ON PLANS FOR FEEDERS AND
 BRANCH CIRCUITS. 13-413.1ABC.1
  
 ** PREVIOUS NOTE **
 PLEASE SEE FBC CHAPTER 13,
 13-415.ABC.1.1, 13-415.1.AB.1, ETC
  
 11)NOTE: NOTE #11 NO, PLEASE SEE
 CALCUALTIONS SHALL BE CLEARLY INDICATE
 ON PLANS. THE MANUFACTURES SPECS
 SUBMITTED ARE NOT ENOUGH UNLESS THIS
 CONTAIN THE CALCS AND ARE SIGNED, DATED
 AND SEALED WITH THE TITLE BLOCK OF THE
 SAID ENGINEER RESPONSIBLE FOR DESIGNA DN
 CALCS.
  
 ** PREVIOUS NOTE **
 PLEASE SUBMIT WIND LOAD CALCULATIONS
 FOR SITE LIGHTING POLES.
 CALCULATIONS ARE REQUIRED IF POLES ARE
 GOING TO BE PERMITTED UNDER BLDG.
 CALCS WILL BE REVIEWED BY BLDG WHEN
 SUBMITTED.
  
 ************************************
 NEW NOTES>
  
 12) NOTE: PLEASE SEE PLANS REFLECT A
 2002 LIFE SAFETY CODE. PLEASE SEE THE
 PLANS ARCHITECTURAL AND ENGINEERED PLASN
 SHALL INDICATE THE FOLLOWING.
 NFPA-70 2002, NFPA-101 2003, NFPA-72
 2002 AT A MIN.
  
 13) NOTE: PLEASE SEE AN "EM NOTE#1" WAS
 ADDED TO MANY AREAS OF PLANS WHICH IS
 OK, HOWEVER PLEASE SEE THIS WAS ALSO
 ADDED TO STAIR LOCATIONS FOR EGRESS
 LIGHTING FIXTURES??
 PLEASE EXPLAIN AND CALRIFY THIS. ARE THE
 STAIR TOWER BEING PROPOSED AS PART OF
 THE SWITCHING FOR CHAPTER 13?
 IF SO, MOTION SENSORS WILL BE REQUIRED
 ON EACH LEVEL AND A MIN AMOUNT OF
 LIGHTING WILL BE REQUIRED TO BE "ON" AT
 ALL TIMES TO ALLEAVIATE ANY FAILURE OF A
 MOTION DEVICE LEAVING ANY EGRESS AREA IN
 TOTAL DARKNESS.
  
 14) NOTE: PLEASE SEE FIXTURE SCHEDULE
 SHALL CLEARLY INDICATE ALL EM FIXTURES
 WITH THE REQUIRED BATTERY BACK ETC.
 A, B, C,,,
 215.5
  
 15) NOTE: PLEASE SEE E-1 LT FIXTURE
 SCHEDULE NOTS ON LOWER LEFT HAND CORNER
 WHICH REFERENCES "PALM BEACH COUNTY"
 REQUIEMENTS. PLEASE KNOW, JOBSITE
 LOCATION IS NOW ANNEXED INTO THE CITY OF
 WEST PALM BEACH.
  
 16) NOTE: PLEASE SEE THE ATTACHED COPY
 OF FLORIDA STATUES 553.80(2)(B) WHICH IS
 NOW GIVEN ONLY AS A NOTICE WITH RESPECT
 TO REPEAT COMMENTS.
  
 ** PLEASE BE SURE TO SEE OTHER COMMENTS
 FROM OTHER TRADES WHICH MAY AFFECT THE
 ELECTRICAL PLANS.
  
 ** PLEASE REMOVE ALL OLD/VOIDED SHEETS
 AND ONLY INSERTTHE NEW REVISED SHEETS
 INOT THE COMPLETED SETS FOR REVIEW AND
 STAMPING.
 ONE COPY OF ALL OLD VOIDED SHEETS SHOULD
 BE SUBMITTED FOR REFERENCE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-02-14 Cont ID  
Sent By dpalmer Date 2006-02-14 Time 09:52 Rev Time 0.00
Received By dpalmer Date 2006-02-13 Time 17:32 Sent To  
Notes
2006-02-14 00:00:00****** UNSAT ******
  
 1)NOTE: PLEASE SEE BLDG REVIEW NOTES AS
 "S" SHEETS ARE SEALED "PHOTO-COPIES" OF
 ENGINEER'S SIGNATURE. MUST BE ORIGINAL
 SIGNATURE PER FS 471.025
 THIS COMMENT IS NOT FOR CHANE ENG.
  
 2)NOTE: PLEASE BE SURE ADDRESSING FOR
 LOCATION OF PROJECT IS LISTED ON TITLE
 BLOCKS FOR PROJECT.
 PLEASE SEE NOTES FORTH COMING FROM
 "ADDRESSING REVIEWER"
  
 3)NOTE: PLEASE SEE FIRE REVIEW COMMENTS
 AS LOCATION OF FACP SEEMS TO SHOW
 INTERFERENCE WITH DOOR AND DOOR SWING.
 PLEASE SEE THE INWARD SWING OF THIS DOOR
 MAY DAMAGE EQUIPMENT AS WELL AS CONTROL
 OR OPERATION OF PANEL AND DOOR DURING AN
 EMERGENCY. ** PLEASE SEE IF PERHAPS THE
 DOOR SWING CAN BE "OUTWARD" AS OTHER
 TENANT DOORS ARE SHOWN. PLEASE SEE ANY
 BLDG COMMENTS WITH RESPECT TO THE EGRESS
 PATH AND DOOR SWINGS. IF DOOR CAN NOT
 SWING OUT, THEN LOCATION MAY BE REQUIRED
 TO BE MOVED. 110.26
 PLEASE ALSO SEE NFPA-72 4.4.1.4.2.2, .3
  
 4)NOTE: PLEASE PROVIDE A "PHOTOMETRICS"
 FOR STAIRWAYS. PLEASE SEE 2003 NFPA-101
 WHICH NOW REQUIRES A MIN OF 10FT
 CANDLES(108)LUX DURING NORMAL POWER AND
 IS PERMITTED TO 1FT CNADLE/10.8 LUX
 DURING EM POWER.
 7.8.1.3,7.9.2.2
 THIS PHOTOMETRICS DETAIL CAN BEA
 TYPICAL DETAIL FOR STAIRS.
  
 5)NOTE: PLEASE PROVIDE A BATTERY BACK UP
 FIXTURE OF SOME SORT IN THE ELECTRICAL
 ROOM(S) AND ELEVATOR EQUIPMENT RM.
 700.16,7.8,7.9
  
 6)NOTE: PLEASE SEE 620.23 FOR THE
 REQUIRED DEDICATED BRANCH CIRCUIT FOR
 ELEVATOR EQUIPMENT RM.
  
 7)NOTE: PLEASE INDICATE THE MIN AIC
 RATINGS FOR MAINS 2 AND 3. PLEASE SEE
 AIC RATINGS ARE SHOWN FOR OTHERS @ 65K.
 110.9,215.5
  
 8)NOTE: PELASE INDICAT THE MIN GROUNDING
 ELECTRODE CONDUCTOR SIZE PER 250.66
 COULD NOT LOCATE THE CONDUCTOR ON THE
 DETAIL OR RISER.
 215.5
  
 9)NOTE: PLEASE INDICATE THE GROUNDING
 ATTACHMENT FOR THE PHONE AND CATV
 BOARDS.800.40 810.
  
 10)NOTE: PLEASE SEE FBC CHAPTER 13,
 13-415.ABC.1.1, 13-415.1.AB.1, ETC
  
 11)NOTE: PLEASE SUBMIT WIND LOAD
 CALCULATIONS FOR SITE LIGHTING POLES.
 CALCULATIONS ARE REQUIRED IF POLES ARE
 GOING TO BE PERMITTED UNDER BLDG.
 CALCS WILL BE REVIEWED BY BLDG WHEN
 SUBMITTED.
  
  
 ** PLEASE BE SURE TO SEE OTHER COMMENTS
 FROM OTHER TRADES WHICH MAY AFFECT THE
 ELECTRICAL PLANS.
  
 ** PLEASE REMOVE ALL OLD/VOIDED SHEETS
 AND ONLY INSERTTHE NEW REVISED SHEETS
 INOT THE COMPLETED SETS FOR REVIEW AND
 STAMPING.
 ONE COPY OF ALL OLD VOIDED SHEETS SHOULD
 BE SUBMITTED FOR REFERENCE.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 561-805-6717
 [email protected]
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2006-02-17 Cont ID  
Sent By mamini Date 2006-02-17 Time 13:28 Rev Time 1.00
Received By mamini Date 2006-02-17 Time 13:28 Sent To  
Notes
2006-02-17 00:00:00PASSED WITH PROVISOS:
  
 1. A SEPARATE CIVIL PLAN REVIEW AND
 PERMIT BY THE PALM BEACH COUNTY'
 UTILITIES DEPARTMENT IS REQIURED.
 2. POLLUTION PREVENTION PLANS MUST BE
 INSTALLED IN FIELD PRIOR TO BEGINNING
 ANY CONSTRUCTION WORK.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2006-06-20 Cont ID  
Sent By mcarsill Date 2006-06-20 Time 15:11 Rev Time 0.00
Received By mcarsill Date 2006-06-20 Time 15:04 Sent To  
Notes
2006-06-20 00:00:001. NFPA 241 IS APPLICABLE TO
 CONSTRUCTION PROJECTS. YOUR PERMIT
 RESPONSE 01 IS INCORRECT.
  
 2. ALL FIRE DAMPERS WHEN INSTALLED SHALL
 BE DROP TESTED TO ENSURE PROPER
 FUNCTION.
  
 3. THE TACTILE SIGNAGE REQUIRED SHALL BE
 INSTALLED OUTSIDE THE STAIRWELL DOORS.
 THE REVISION CLOUDS SEEM TO SUGGEST
 ANOTHER LOCATION.
  
 4. ELEVATOR WARNING SIGNS SHALL BE
 PLACED DIRECTLY NEXT TO THE ELEVATOR
 CALL BUTTONS TO CALL FOR THE ELEVATOR
 CABS.
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION
 OFFICER
 804-4709
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-02-16 Cont ID  
Sent By mcarsill Date 2006-02-16 Time 10:55 Rev Time 0.00
Received By mcarsill Date 2006-02-16 Time 10:12 Sent To  
Notes
2006-02-16 00:00:001. DEMOLITION, RENOVATION, AND
 CONSTRUCTION TO COMPLY WITH NFPA 241.
  
 2. EXIT STAIRS SHALL BE KEPT UP WITH
 CONSTRUCTION.
  
 3. WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO, DURING AND AFTER CONSTRUCTION.
  
 4. BUILDING ADDRESS REQUIRED. A MINIMUM
 OF AT LEAST 6" HIGH NUMBERS ARE
 REQUIRED.
  
 5. PROPOSED FIRE HYDRANT LOCATED IN
 PARKING AREA SHALL COMPLY WITH CITY
 UTILITY AND FIRE RESCUE STANDARDS.
  
 6. BUILDING IS REQUIRED TO BE FIRE
 SPRINKLER PROTECTED IN ACCORDANCE WITH
 FS 553.895 (2).
  
 7. A KNOX-BOX WILL BE REQUIRED. (WPB)
  
 8. TAMPER SWITCHES, CHAIN AND LOCK
 REQUIRED ON FIRE LINE BACKFLOW DEVICE.
  
 9. TACTILE SIGNAGE REQUIRED AT EXIT
 DOORS.
  
 10. ELEVATOR WARNING SIGNS ARE REQUIRED.
  
 11. A STANDPIPE SYSTEM IS REQUIRED.
  
 12. THE BUILDING OVERHANG IS SHOWN AT
 13'.FIRE RESCUE NEEDS 13'-6" TO BE ABLE
 TO PASS UNDERNEATH IT.
  
 13.PLEASE INDICATE PRESCRIPTIVE STRENGTH
 REQUIREMENTS FOR ALL HANDRAILS AND
 GUARDRAILS.
  
 14. BUILDING OVERHANG WILL BE REQUIRED
 TO BE FIRE SPRINKLER PROTECTED.
  
 15. PLEASE INDICATE INTERIOR FINISH
 CLASSIFICATIONS FOR WALLS AND CEILINGS.
  
 16. IN THE FUTURE WHEN TENANT SPACES ARE
 LEASED THEY SHALL BE PROVIDED WITH EXIT
 SIGNS, EMERGENCY LIGHTS, AND FIRE ALARM
 EQUIPMENT.
  
 17. SEPERATE PLANS AND PERMITS REQUIRED
 FOR THE FIRE ALARM SYSTEM. THE FIRE
 ALARM SYSTEM WILL BE REQUIRED TO
 MONITORED BY A LICENSED UL LISTED
 CENTRAL STATION APPROVED FOR CENTRAL
 STATION SERVICE.
  
 18. SEPERATE PLANS AND PERMITS REQUIRED
 FOR FIRE SPRINKLER SYSTEM INSTALLATION.
 NO FIRE SPRINKLER SYSTEM PLANS PROVIDED
 WITH DRAWINGS.
  
 19. PLEASE ILLUSTRATE FIRE EXTINGUISHER
 LOCATIONS.
  
 20. PLEASE PROVIDE VERIFICATION THAT THE
  
 PALM BEACH COUNTY 911 OFFICE HAS BEEN
 NOTIFIED FOR PROPER INCLUSION OF THIS
 ADDRESS IN THE CITY OF WEST PALM BEACH.
  
 21. HOW WILL POLICE AND FIRE RESCUE
 LOCATE THIS ADDRESS SINCE IT IS PLANNED
 TO BE ADDRESSED OFF OF OKEECHOBEE BLVD.,
 BUT IT DOES NOT FRONT THIS STREET.
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION
 OFFICER
 804-4709
  
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2007-08-28 Cont ID  
Sent By adarroug Date 2007-08-28 Time 11:09 Rev Time 0.00
Received By adarroug Date 2007-08-28 Time 11:09 Sent To  
Notes
2007-08-28 11:09:27WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-08-13 Cont ID  
Sent By adarroug Date 2007-08-13 Time 09:47 Rev Time 0.00
Received By adarroug Date 2007-08-13 Time 09:47 Sent To E
Notes
2007-08-13 09:47:48TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-07-28 Cont ID  
Sent By adarroug Date 2007-07-28 Time 14:37 Rev Time 0.00
Received By adarroug Date 2007-07-28 Time 14:37 Sent To  
Notes
2007-07-28 14:37:38WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2006-08-18 Cont ID  
Sent By adarroug Date 2006-08-18 Time 11:20 Rev Time 0.00
Received By adarroug Date 2006-08-18 Time 11:20 Sent To  
Notes
2006-08-23 00:00:00TO "COMM" BD#37
2006-08-18 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2006-07-22 Cont ID  
Sent By adarroug Date 2006-07-22 Time 16:04 Rev Time 0.00
Received By adarroug Date 2006-07-22 Time 16:04 Sent To  
Notes
2006-07-22 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-06-08 Cont ID  
Sent By adarroug Date 2006-06-08 Time 13:00 Rev Time 0.00
Received By adarroug Date 2006-06-08 Time 13:00 Sent To  
Notes
2006-06-08 00:00:00TO "COMM" BD#39
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-05-16 Cont ID  
Sent By adarroug Date 2006-05-16 Time 15:54 Rev Time 0.00
Received By adarroug Date 2006-05-16 Time 15:54 Sent To  
Notes
2006-05-16 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-04-26 Cont ID  
Sent By adarroug Date 2006-04-26 Time 12:54 Rev Time 0.00
Received By jwitmer Date 2006-01-18 Time 16:07 Sent To  
Notes
2006-02-07 00:00:00TO "COMM" BD#47
2006-01-18 00:00:00WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2007-09-14 Cont ID  
Sent By tgordon Date 2007-09-14 Time 16:29 Rev Time 0.40
Received By tgordon Date 2007-09-14 Time 16:29 Sent To E
Notes
2007-09-14 16:30:26REVISION TO MECH. PLANS PAGES M1, M3, AND M4.
Review Stop M MECHANICAL (A/C)
Rev No 5 Status P Date 2007-08-06 Cont ID  
Sent By tgordon Date 2007-08-06 Time 12:15 Rev Time 0.40
Received By tgordon Date 2007-08-06 Time 12:15 Sent To  
Notes
2007-08-06 12:17:07REVISION TO MECH. PLANS PAGES M1, M3, AND M4.
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2006-08-25 Cont ID  
Sent By pkrauss Date 2006-08-25 Time 07:23 Rev Time 0.00
Received By pkrauss Date 2006-08-25 Time 07:22 Sent To  
Notes
2006-08-25 00:00:00ENERGY CALCULATIONS & ENERGY RECOVERY
 UNIT SUBMITTED.PLANS APPROVED 8/7/06
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2006-08-09 Cont ID  
Sent By pkrauss Date 2006-08-07 Time 10:40 Rev Time 0.00
Received By pkrauss Date 2006-08-07 Time 08:43 Sent To  
Notes
2006-08-07 00:00:00CALLED ROSE W/ANDERSON MOORE - NEED
 ENERGY CALCS METHOD B (SHELL) MINIMUM.
 PLANS ARE CODE COMPLIANT.
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2006-06-30 Cont ID  
Sent By pkrauss Date 2006-06-30 Time 07:08 Rev Time 0.00
Received By pkrauss Date 2006-06-30 Time 06:44 Sent To  
Notes
2006-06-30 00:00:00DENIED:
  
 1.PLAN SHEETS M1, M3, M4 INDICATES 3
 DUCT RISERS WITH FIRE DAMPERS LOCATED AT
 EACH FLOOR LEVEL (1-3).PER 2004 FMC
 607.6.1, WHEN A DUCT SYSTEM PENETRATES
 NOT MORE THAN TWO STORIES, PENETRATION
 MAY BE PROTECTED BY FIRE DAMPERS AT EACH
 FLOOR LEVEL.PLANS INDICATE DUCT
 PENETRATING THREE FLOORS THEREFORE DOES
 NOT MEET THE REQUIREMENT.PLEASE
 PROVIDE A SHAFT FOR THE THREE SETS OF
 DUCT RISERS.
  
 2.PLAN SHEET M7 THE RISER DIAGRAM DOES
 NOT CORRELATE WITH THE PLAN SHEETS M1,
 M3, & M4.THE RISER DIAGRAM ONLY
 INDICATES 2 FLOORS AND NOT 3.
  
 3.PLANS DO NOT HAVE THE PROPER ADDRESS
 OF THE PORJECT WHICH IS 1920 WEKIVA WAY.
  
 ORIGINAL COMMENTS WERE ADDRESSED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-03-15 Cont ID  
Sent By pkrauss Date 2006-03-15 Time 15:46 Rev Time 0.00
Received By pkrauss Date 2006-03-15 Time 15:46 Sent To  
Notes
2006-03-15 00:00:00DENIED:
 1.PLAN SHEET ME1 PLAN INDICATES IV-1,
 IV2, EV-1 & EV2.PLAN SHEET M7 THE
 BUILDING EXHAUST RISER CORRELATES WITH
 PLAN SHEET ME1.THE GRAVITY VENTILATOR
 SCHEDULE INDICATES RV-1 & 2, IV-1 & 2,
 PLEASE CLARIFY.
  
 2.PLAN SHEET ME1, NOTE 1, MOUNT THE
 NOTED RECEPTACLE ON THE ROOF EQUIPMENT
 STRUCTURE.IS THIS EQUIPMENT FUTURE
 CONDENSING UNITS?PLEASE CLARIFY.
  
 3.PLAN SHEET M1, 3, & 4, DUCTS
 PENETRATING THE RATED PARTITIONS SHALL
 BE PROTECTED WITH APPROVED FIRE DAMPERS
 OR COMPLY WITH 2004 FMC 607.5.3
 EXCEPTION #2, THE DUCT SYSTEM IS
 CONSTRUCTED OF APPROVED MATERIALS IN
 ACCORDANCE WITH THIS CODE AND THE DUCT
 PENETRATING THE WALL MEETS ALL OF THE
 FOLLOWING MINIMUM REQUIREMENTS:
  
 2.1 DUCT SHALL NOT EXCEED 100 SQUARE
 INCHES.
 2.2 DUCT SHALL BE CONSTRUCTED IF STEEL A
 MINIMUM OF .0217 INCH THICKNESS.
 2.3 DUCT SHALL NOT HAVE OPENINGS THAT
 COMMUNICATE THE COORIDOR WITH
 ADJACENT SPACES OR ROOMS.
 2.4 DUCT SHALL BE INSTALLED ABOVE THE
 CEILING.
 2.5 DUCT SHALL NOT TERMINATE AT A WALL
 REGISTER IN THE FIRE RESISTANCE
 RATED WALL.
 2.6 A MINIMUM 12" LONG BY .060" THICK
 STEEL SLEEVE SHALL BE CENTERED IN
 EACH DUCT OPENING. THE SLEEVE SHALL
 BE SECURED TO BOTH SIDES OF THE WALL
  
 & ALL FOUR SIDES OF THE SLEEVE WITH
 MINIMUM 1 1/2" X 1 1/2" X .060"
 STEEL RETAINING ANGLES. THE
 RETAINING ANGLES SHALL BE SECURED TO
  
 THE SLEEVE & THE WALL WITH # 10 (M5)
 SCREWS. THE ANNULAR SPACE BETWEEN
 THE STEEL SLEEVE & THE WALL OPENING
 SHALL BE FILLED WITH ROCK (MINERAL)
 WOOL BATTING ON ALL SIDES.
 PLEASE NOTE, ITEM 2.3 APPEARS TO NOT BE
 IN COMPLIANCE WITH THE CODE.
  
 4.PLAN SHEET M6 ROOF CURB SHALL BE A
 MINIMUM OF 8" ABOVE THE ROOF SURFACE.
 CONDENSING UNIT STANDS SHALL COMPLY WITH
 2004 FMC TABLE 1509.7.
  
 5.PLAN SHEET M6 PROVIDES A DETAIL FOR
 A FIRE DAMPER THROUGH A PARTITION BUT
 DOES NOT PROVIDE A DETAIL FOR THE FLOOR
 (HORIZONTAL) ASSEMBLY.PLEASE PROVIDE
 THE SPECIFIC FIRE DAMPER INSTALLATION
 INSTRUCTIONS ON THE JOBSITE FOR
 INSPECTION.
  
 6.PLEASE PROVIDE SUBMITTAL DATA FOR
 THE ENERGY RECOVERY VENTILATOR & THE
 GRAVITY VENTILATOR.
  
 7.PROVIDE OUTSIDE AIR CALUCALTIONS IN
 ACCORDANCE WITH 2004 FMC TABLE 403.3.
  
 8.PLAN SHEET M5 BUILDING PLUMBING
 RISER,PLEASE CLARIFY RISER C1 - C6,
 ARE THESE CONDENSATE?
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2006-06-29 Cont ID  
Sent By pschmitz Date 2006-06-29 Time 14:43 Rev Time 0.00
Received By pschmitz Date 2006-06-29 Time 14:43 Sent To  
Notes
2006-06-29 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC2004 FUEL GAS CODEPLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 PROVISO:
  
 6-29-06 RE-STAMP
  
 SHT M.5
 BACK FLOW PREVENTER REQUIRED BUILDING
 WATER SUPPLY.
 SEPERATE PLANS AND PERMIT FOR
 IRRIGATIION.
 SEC 606.1 SOV ON EVERY DROP DOWN WATER
 FEED.
  
 END OF COMMENTS, QUESTIONS 561-805-6692
2006-06-10 00:00:00NEEDS, AS THERE ARE NEW PLUMBING SHEETS.
Review Stop P PLUMBING
Rev No 1 Status P Date 2006-03-11 Cont ID  
Sent By pschmitz Date 2006-03-11 Time 13:49 Rev Time 0.00
Received By pschmitz Date 2006-03-11 Time 13:49 Sent To  
Notes
2006-03-11 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC2004 FUEL GAS CODEPLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 PROVISO:
 SHT M.5
 BACK FLOW PREVENTER REQUIRED BUILDING
 WATER SUPPLY.
 SEPERATE PLANS AND PERMIT FOR
 IRRIGATIION.
 SEC 606.1 SOV ON EVERY DROP DOWN WATER
 FEED.
  
 END OF COMMENTS, QUESTIONS 561-805-6692
Review Stop Z ZONING
Rev No 2 Status P Date 2006-06-30 Cont ID  
Sent By lfranco Date 2006-06-30 Time 17:37 Rev Time 0.00
Received By lfranco Date 2006-06-30 Time 17:37 Sent To I
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2006-04-25 Cont ID  
Sent By lfranco Date 2006-04-25 Time 11:45 Rev Time 0.00
Received By lfranco Date 2006-04-25 Time 11:45 Sent To I
Notes
2006-04-25 00:00:00PLANNING AND ZONING: FAILED
  
 1.SITE PLAN (PAGE 1 OF 2) DOES NOT
 MATCH APPROVED SITE PLAN.(I.E. THE
 ENLARGED SIGN LOCATION MONUMENT DETAIL)
 IS NOT SHOWN ON ENCLOSED PLAN REVIEW
 PLANS. REVISE ACCORDINGLY.
  
 2.PROVIDE A COPY OF THE APPROVED
 LETTER AND PLANS (8-1/2 X11 SHEETS)FROM
 THE PLANNING DEPARTMENT AND ATTACH TO
 PLANS FOR EASY REFERENCE.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT LINDA MIA FRANCO AT
 (561)822-1435.
  


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