Plan Review Details - Permit 05110729
Plan Review Stops For Permit 05110729
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2006-11-13 Cont ID  
Sent By jwitmer Date 2006-11-13 Time 14:52 Rev Time 0.77
Received By jwitmer Date 2006-11-13 Time 14:52 Sent To  
Notes
2006-11-13 14:53:22REVISION # 3.
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2006-08-23 Cont ID  
Sent By jwitmer Date 2006-08-23 Time 07:07 Rev Time 3.33
Received By jwitmer Date 2006-08-22 Time 07:10 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-07-25 Cont ID  
Sent By jwitmer Date 2006-07-25 Time 15:15 Rev Time 3.33
Received By jwitmer Date 2006-07-25 Time 12:59 Sent To  
Notes
2006-07-25 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05110729
 ADD:4300 N FLAGLER DR
 CONT: ROONEY CENTEX CONSTRUCTION
 TEL: (561)478-0381
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 -----NOTE-----
  
 THIS PERMIT APPLICATION IS FOR SITE
 CLEARING AND SITE UTILITIES AND
 FOUNDATION OF THE MTC (MARINE
 TECHNOLOGIES CENTER) BUILDING.
  
  
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY.PLEASE REMOVE THE
 "VOID" SHEETS AND STAPLE ONE SET
 TOGETHER.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.
  
 1) 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)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 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.
  
 3) BUILDING 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.
  
 4) COMMENT# 4 TO BE ADDRESSED UNDER THE
 BUILDING PERMIT.
  
 5) COMMENT# 5 TO BE ADDRESSED UNDER THE
 BUILDING PERMIT.
  
 6A)COMMENT TO BE ADDRESSED UNDER THE
 BUILDING PERMIT. OFFICE BAY# 1 SECOND
 FLOOR SQ FT APPEARS TO BE 978 SQ FT A
 TRUE SECOND FLOOR.
  
 6B) COMMENT TO BE ADDRESSED UNDER THE
 BUILDING PERMIT.
  
 6C) COMPLIED.
  
 7)COMMENT TO BE ADDRESSED UNDER THE
 BUILDING PERMIT. OFFICE SECOND FLOOR
 AREA APPROXIMATELY 978 SQ FT.OR AN
 OCCUPANT LOAD OF 10, THUS REQUIRING THE
 ENCLOSED STAIR.1019.1 THE EXCEPTION IS
 LESS THAN 10.
 7B) TO BE ADDRESSED UNDER THE BUILDING
 PERMIT. THE OTHER ISSUE THAT I WAS
 REFERING TO WAS VERTICAL ACCESSIBILITY,
 I QUESTIONED IF ANY OF THE 2ND FLOOR WAS
 TO BE STORAGE, PLANS INDICATE A
 CONFERENCE ROOM WITH 8 CHAIRS AND 2
 OFFICES WITH A TOTAL OF 6 CHAIRS OR A
 POSSIBLE 14 PEOPLE.
 11-4.1.2 ACCESSIBLE SITE AND EXTERIOR
 FACILITIES: NEW CONSTRUCTION.
 THIS EDITION OF THE CODE DOES NOT APPLY
 TO BUILDINGS, STRUCTURES, OR FACILITIES
 WHICH WERE EITHER UNDER CONSTRUCTION OR
 UNDER CONTRACT FOR CONSTRUCTION ON
 OCTOBER 1, 1997.
 NOTHING IN THIS CODE SHALL BE CONSTRUED
 TO RELIEVE THE OWNER OF ANY BUILDING,
 STRUCTURE OR FACILITY FROM THE DUTY TO
 PROVIDE VERTICAL ACCESSIBILITY TO ALL
 LEVELS ABOVE AND BELOW THE OCCUPIABLE
 GRADE LEVEL, REGARDLESS OF WHETHER THE
 CODE REQUIRES AN ELEVATOR TO BE
 INSTALLED IN SUCH BUILDING, STRUCTURE OR
 FACILITY, EXCEPT: (1) ELEVATOR PITS,
 ELEVATOR PENTHOUSES, MECHANICAL ROOMS,
 PIPING OR EQUIPMENT CATWALKS, AND
 AUTOMOBILE LUBRICATION AND MAINTENANCE
 PITS AND PLATFORMS; (2) UNOCCUPIABLE
 SPACES, SUCH AS ROOMS, ENCLOSED SPACES,
 AND STORAGE SPACES THAT ARE NOT DESIGNED
 FOR HUMAN OCCUPANCY, FOR PUBLIC
 ACCOMMODATIONS, OR FOR WORK AREAS; AND
 (3) OCCUPIABLE SPACES AND ROOMS THAT ARE
 NOT OPEN TO THE PUBLIC AND THAT HOUSE NO
 MORE THAN FIVE PERSONS INCLUDING, BUT
 NOT LIMITED TO, EQUIPMENT CONTROL ROOMS
 AND PROJECTION BOOTHS. HOWEVER AS
 PROVIDED IN SECTION 553.509, FLORIDA
 STATUTES, BUILDINGS, STRUCTURES, AND
 FACILITIES MUST, AT A MINIMUM, COMPLY
 WITH THE REQUIREMENTS OF THE ADAAG.
 THEREFORE, FACILITIES SUBJECT TO THE
 ADAAG MAY BE REQUIRED TO PROVIDE
 VERTICAL ACCESS TO AREAS OTHERWISE
 EXEMPT UNDER SECTION 11-4.1.3 (5) OF
 THIS CODE.
  
 8) COMPLIED.
  
 9) TO BE ADDRESSED UNDER BUILDING
 PERMIT.
  
 10) TO BE ADDRESSED UNDER THE BUILDING
 PERMIT.
  
 11) COMPLIED.
  
 12) COMPLIED.
  
 13) BUILDING PROVISO:
 PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6".
  
 14) 2ND REQUEST,
 S1-S2 MISSING INFORMATION, ANCHOR
 BOLT DESCRIPTION, SIZE LENGTH AND GRADE
 OF STEEL.BUTLERNOTE " FOUNDATION
 DESIGN AND ANCHOR BOLTS, NUTS AND
 WASHERS ARE NOT FURNISHED BY BUTLER.
 PROPER EMBEDMENT LENGTH MUST BE DESIGNED
 BY THE FOUNDATION DESIGN ENGINEER.
 GROND FLOOR ENGINEERING PROVIDED A
 RESPONCE SHEET WITH CALCULATION,
 PROVIDING (3) SIGNED BUT NOT SEALED NOR
 DATED DOCUMENTS.
  
 15) SAME AS COMMENT# 14.
  
 16) SECOND REQUESST (2) SETS OF THE
 BUTLER PLANS WILL BE RETAINED FOR
 POSSIBLE SUBMITTAL TO THE STATE BOARD OF
 ENGINEERS.
 BUTLER LAYOUT SHEETS ARE COPIES OF THE
 ENGINEERS SIGNATURE, NOT ORIGINALS,
 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
  
 17) PLANS MAY HAVE SEAL ON SOME PAGES SO
 LIGHT THE EMBOSSED INFORMATION IS
 ELLIGABLE.
  
 18) COMPLIED.
  
 19) COMPLIED.
  
 20-23) TO BE ADDRESSED UNDER THE
 BUILDING PERMIT.
  
 24) 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.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-05-09 Cont ID  
Sent By jwitmer Date 2006-05-09 Time 11:51 Rev Time 7.77
Received By jwitmer Date 2006-05-08 Time 16:52 Sent To  
Notes
2006-05-08 00:00:00BUILDING PLAN REVIEW
 PERMIT: 05110729
 ADD:4300 N FLAGLER DR
 CONT: ROONEY CENTEX CONSTRUCTION
 TEL: (561)478-0381
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 ACTION: DENIED
  
 -----NOTE-----
  
 THIS PERMIT APPLICATION IS FOR SITE
 CLEARING AND SITE UTILITIES AND
 FOUNDATION OF THE MTC (MARINE
 TECHNOLOGIES CENTER) BUILDING.
  
  
 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.
  
 1) 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) 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.
  
 3) 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.
  
 4) A-2.04 BAY# 19 PLEASE PROVIDE
 ADDITIONAL INFORMATION AS TO WHAT TYPE
 OF MATERIALS ARE TO BE STORED, WHAT TYPE
  
 OF RACKS, AND HEIGHT OF RACKS. S1 VS S2
 OCCUPANCY, SECTION 311.1.
  
 5) NOTE FOR BAYS 2,14,15 & 16 WITH OPEN
 MEZZANINES. THE AREA BELOW THE
 MEZZANINES CAN NOT BE FILED IN AFTER
 C.O. WILL MAKE A CODE VIOLATION.THIS
 WILL BE A STIPULATION FOR ALL MEZZANINES
 IN THIS BUILDING.
 505.2 AREA LIMITATION.
 THE AGGREGATE AREA OF A MEZZANINE OR
 MEZZANINES WITHIN A ROOM SHALL NOT
 EXCEED ONE-THIRD OF THE AREA OF THAT
 ROOM OR SPACE IN WHICH THEY ARE LOCATED.
 THE ENCLOSED PORTIONS OF ROOMS SHALL NOT
 BE INCLUDED IN A DETERMINATION OF THE
 SIZE OF THE ROOM IN WHICH THE MEZZANINE
 IS LOCATED. IN DETERMINING THE ALLOWABLE
 MEZZANINE AREA, THE AREA OF THE
 MEZZANINE SHALL NOT BE INCLUDED IN THE
 AREA OF THE ROOM.
  
 6A) A-2.04 / A2.05 OFFICE BAY # 1.
 DEFINITION: MEZZANINE. AN INTERMEDIATE
 LEVEL OR LEVELS BETWEEN THE FLOOR AND
 CEILING OF ANY STORY WITH AN AGGREGATE
 FLOOR AREA OF NOT MORE THAN ONE-THIRD OF
 THE AREA OF THE ROOM OR SPACE IN WHICH
 THE LEVEL OR LEVELS ARE LOCATED (SEE
 SECTION 505 ).
 505.2 AREA LIMITATION.
 THE AGGREGATE AREA OF A MEZZANINE OR
 MEZZANINES WITHIN A ROOM SHALL NOT
 EXCEED ONE-THIRD OF THE AREA OF THAT
 ROOM OR SPACE IN WHICH THEY ARE LOCATED.
 THE ENCLOSED PORTIONS OF ROOMS SHALL NOT
 BE INCLUDED IN A DETERMINATION OF THE
 SIZE OF THE ROOM IN WHICH THE MEZZANINE
 IS LOCATED. IN DETERMINING THE ALLOWABLE
 MEZZANINE AREA, THE AREA OF THE
 MEZZANINE SHALL NOT BE INCLUDED IN THE
 AREA OF THE ROOM.
 IN THE OFFICE BAY THERE ISN'T A
 MEZZANINE BUT A TRUE SECOND STORY. THE
 DEFINITION AND AREA LIMITATION
 INDICATES THAT THE MEZZANINE MUST
 COMMUNICATE WITHIN THE ROOM IT IS IN.
 THIS CONFIGURATION IS TRUELY A SECOND
 STORY AND MUST MEET THE EGRESS
 REQUIREMENTS OF VERTICAL EXIT
 ENCLOSURERS, SECTION 1019.
  
 6B)110.4.2 STORAGE & FACTORY- INDUS-
 TRIAL OCCUPANCIES. IT SHALL BE THE
 RESPONSIBILITY OF THE OWNER, AGENT,
 PROPIETOR OR OCCUPANT OF GROUP S AND
 GROUP F OCCUPANCIES, OR ANY OCCUPANCY
 WHERE EXCESSIVE FLOOR LOADING IS LIKELY
 TO OCCUR, TO EMPLOY A COMPETENT ARCHI-
 TECT OR ENGINEER IN COMPUTING THE SAFE
 FLOOR LOAD CAPACITY. ALL SUCH COMPUTA-
 TIONS SHALL BE ACCOMPANIED BY AN AFFA-
 DAVIT FROM THE ARCHITECT OR ENGINEER
 STATING THE SAFE ALLOWABLE FLOOR LOADS
 ON EACH FLOOR IN POUNDS PER SQ FT.THE
 COMPUTATIONS & AFFADAVIT SHALL BE FILED
 AS A PERMANENT RECORD OF THE BLDG DEPT.
  
 6C) 10.4.3.SIGNS REQUIRED. IN EVERY
 BUILDING OR PART OF A BUILDING USED FOR
 STORAGE, INDUSTRIAL OR HAZARDOUS PUR-
 POSES, THE SAFE FLOOR LOADS, AS REVIEWED
 BY THE BUILDING OFFICIAL ON THE PLAN,
 SHALL BE MARKED ON PLATES OF APPROVED DE
 SIGN WHICH SHALL BE SUPPLIED & SECURELY
 AFFIXED BY THE OWNER OF THE BUILDING IN
 A CONSPICUOUS PLACE IN EACH STORY TO
 WHICH THEY RELATE. SUCH PLATES SHALL NOT
 BE REMOVEDOR DEFACED, & IF LOST,
 REMOVED THE OWNER OF THE BUILDING SHALL
 REPLACE THEM.
  
 7) THE SECOND FLOOR OFFICE AREA HOW MANY
 PEOPLE WILL OCCUPY THIS AREA? WILL THERE
 BE ANY STORAGE AREAS ON THE SECOND
 FLOOR? POSSIBLE VERTICAL ACCESSABILITY.
  
 8) ADDITIONAL INFORMATION REQUIRED.
 PLEASE DESCRIBE THE USAGE OF THE PARTS
 DEPOT ROOM.
  
 9) PROVIDE INFORMATION WHY THERE IS A
 CONTAINMENT AREA, BAY# 8?
  
 10) FP2.2 DOESN'T INDICATE THE STORAGE
 ROOM# 19, NO OTHER SHEETS.
  
 11) S-1 INDICATES THERE IS A SOILS
 REPORT PLEASE PROVIDE.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 .
  
 12) S-1 NOTE FOR PRE-ENGINEERED BUILDING
  
 INDICATES THE FBC 2001 CODE EDITION,
 PLEASE CORRECT.
  
 13) PROVIDE FLOOD ZONE ELEVATION
 CERTIFICATE FOR NEW CONSTRUTION WITH
 BASE FLOOD ELEVATION, CITY CODE REQUIRES
 AN ADDITIONAL 6".
  
 14) S1-S2 MISSING INFORMATION, ANCHOR
 BOLT DESCRIPTION, SIZE LENGTH AND GRADE
 OF STEEL.BUTLERNOTE " FOUNDATION
 DESIGN AND ANCHOR BOLTS, NUTS AND
 WASHERS ARE NOT FURNISHED BY BUTLER.
 PROPER EMBEDMENT LENGTH MUST BE DESIGNED
 BY THE FOUNDATION DESIGN ENGINEER.
  
 15)****CAUTION****
 BUTLER NOTE:
 RIGID FRAMES HAVE BOTH HORIZONTAL AND
 VERTICAL REACTIONS ACTING AT THE BASE OF
 THE COLUMN. IN SOME CASES THE HORIZONTAL
 FORCE IS GREATER THAN THE VERTICAL. A
 FOUNDATION DESIGNED FOR A CONVENTIONAL
 STRUCTURE WILL NOT BE SATISFACTORY.
 FAILURE TO MAKE ADEQUATE PROVISION FOR
 THE HORIZONTAL THRUST CAN RESULT IN
 FOUNDATION FAILURE.
 PLEASE PROVIDE RESPONCE.
  
 16) BUTLER LAYOUT PLANS HAVE COPIED
 ENGINEERS SIGNATURES:
 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
  
 17) BUTLER LAYOUT SHEETS 2 OF THE 3 SETS
 HAVE RAISED SEALS THE OTHER IS MISSING
 THE RAISED SEAL. FAC 61G15-23.002
  
 18) LETTERFROM BUTLER MANUFACTURING CO
 PATRICK A. KREUSER P.E. ALSO REQUIRES
 SIGNATURE TO BE 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
  
 19) GROUND FLOOR ENGINEERING:MISSING,
 FAC 471.023 F.S.CERTIFICATE OF
 AUTHORIZATION.THE TITLE BLOCK FOR ANY
 SHEET BEARING THE NAME OF AN ENGINEER
 PRACTICING UNDER A FICTITIOUS NAME, A
 CORPORATION, OR A PARTNERSHIP, OFFERING
 ENGINEERING SERVICES, SHALL INCLUDE THE
 CERTIFICATE OF AUTHORIZATION NUMBER.
 ADD THE NUMBER TO EACH SHEET.THIS MAY
 BE ADDED BY HAND.
  
 20) 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.
  
 21) 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.
  
 22) 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
  
 23)FL BLD CODE 1609.1.5: COMPONENTS &
 CLADDING, PROVIDE 2 COPIES(3 IF THRESH-
 OLD OR RESIDENT INSPECTOR) OF PRODUCT
 TESTING REPORTS,MISSING REPORTS ARE AS
 FOLLOWS:
 A) WINDOWS
 B) SWING DOORS
 C) OVERHEAD DOORS
 D) PANEL WALLS
 E) ROOFING ASSEMBLIES
  
 24)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.
Review Stop E ELECTRICAL
Rev No 3 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.45
Received By jleahy Date 2007-08-31 Time 06:47 Sent To  
Notes
2007-08-31 06:49:00REV #13 ONLY PARALLEL 3/0 FOR 400A FEEDERSJLEAHY
  
 PUT ON MY DESK BY K CONRAD 8/30/07
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2006-10-30 Cont ID  
Sent By btrobaug Date 2006-10-30 Time 18:11 Rev Time 0.75
Received By btrobaug Date 2006-10-30 Time 17:37 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2006-03-29 Cont ID  
Sent By btrobaug Date 2006-03-29 Time 07:34 Rev Time 2.50
Received By btrobaug Date 2006-03-28 Time 17:15 Sent To  
Notes
2006-03-29 00:00:00 
 THIS REVIEW IS FOR CONDUIT INSTALLATION
 ONLY, AND IS NOT A REVIEW FOR THE
 ELECTRIC EQUIPMENT THAT IS SHOWN
 DIAGRAMMATICALLY, MAINS, PANELS OR POWER
 POINTS.
  
  
 MSB-1 SHOWS A PRELIMINARY LOCATION IN
 THE NORTH ELECTRIC ROOM AT COLUMN LINE
 #5. PLEASE BE ADVISED THAT THIS ROOM
 WOULD NOT BEET EGRESS REQUIREMENTS OF
 110.26(C)(2) FOR A 1200 AMP EQUIPMENT:
  
 LARGE EQUIPMENT. FOR EQUIPMENT RATED
 1200 AMPERES OR MORE AND OVER 1.8 M (6
 FT) WIDE THAT CONTAINS OVERCURRENT
 DEVICES, SWITCHING DEVICES, OR CONTROL
 DEVICES, THERE SHALL BE ONE ENTRANCE TO
 THE REQUIRED WORKING SPACE NOT LESS THAN
 610 MM (24 IN.) WIDE AND 2.0 M (61/2 FT)
 HIGH AT EACH END OF THE WORKING SPACE.
 WHERE THE ENTRANCE HAS A PERSONNEL
 DOOR(S), THE DOOR(S) SHALL OPEN IN THE
 DIRECTION OF EGRESS AND BE EQUIPPED WITH
 PANIC BARS, PRESSURE PLATES, OR OTHER
 DEVICES THAT ARE NORMALLY LATCHED BUT
 OPEN UNDER SIMPLE PRESSURE.
  
 ALSO BE ADVISED THE NOTE REGARDING
 ARTICLE 250.83 AND 250.81 IN THE
 GROUNDING ELECTRODE CUT ON SHEET E2.2 IS
 A REFERENCE OUT OF THE 1996 NEC. THIS
 JURISDICTION HAS ADOPTED THE 2002 NEC,
 THAT IS THE CODE THAT WILL BE USED FOR
 ELECTRICAL REVIEW.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
 FAX/:561/805 6731
Review Stop ENG ENGINEERING CSD
Rev No 4 Status N Date 2006-10-27 Cont ID  
Sent By rchokshi Date 2006-10-27 Time 13:21 Rev Time 0.00
Received By rchokshi Date 2006-10-27 Time 13:20 Sent To  
Notes
2006-10-27 13:21:38NOTHING CHANGE FROM ENG POINT OF VIEW.RASIK
Review Stop ENG ENGINEERING CSD
Rev No 3 Status P Date 2006-07-14 Cont ID  
Sent By   Date 2006-07-14 Time   Rev Time 0.00
Received By rchokshi Date 2006-07-11 Time 12:55 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2006-06-22 Cont ID  
Sent By   Date 2006-06-22 Time   Rev Time 1.50
Received By   Date 2006-06-22 Time   Sent To  
Notes
2006-06-22 00:00:00PLEASE SUBMIT LIFT STATION CALCULATIONS.
  
 PENDING UTILITIES APPROVAL OF CIVIL
 PLANS.
  
 STEVE SARLEY (561) 494-1095
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2006-03-27 Cont ID  
Sent By mamini Date 2006-03-27 Time   Rev Time 0.00
Received By MAMINI Date 2006-03-27 Time 18:45 Sent To  
Notes
2006-03-27 00:00:00FAILED:
  
 1. PLEASE SUBMIT STORM WATER
 CALCULATIONS AND INCLUDE PERVIOUS,
 IMPERVIOUS, AND BUILDING AREA FOR THE
 ENTIRE SITE.
 2. PLEASE SUBMIT A COPY OF SFWMD PERMIT.
 3. CITY CODE STATES NO NEW OUTFALL IN
 LAKE WORTH WATERWAYS, ARE THEY APPROVED
 BY STEVE SARLEY, AS PROPOSED.
 4. PLEASE ADDRESS ALL COMMENTS FROM
 ENGINEERING SERVICES AND REVISE CIVIL
 PLANS AS REQUIRED.
 5. PLEASE SUBMIT CALCULATION FOR THE
 PROPOSED LIFT STATION.
  
 IF ANY QUESTION PLEASE CONTACT 805-6723
 MOHAMMAD R. AMINI
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2006-11-13 Cont ID  
Sent By mawillia Date 2006-11-13 Time 10:46 Rev Time 0.00
Received By mawillia Date 2006-11-13 Time 10:46 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2006-08-23 Cont ID  
Sent By mawillia Date 2006-08-23 Time 12:31 Rev Time 0.00
Received By mawillia Date 2006-08-23 Time 12:28 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2006-08-07 Cont ID  
Sent By mawillia Date 2006-08-04 Time 16:00 Rev Time 0.00
Received By mawillia Date 2006-08-04 Time 16:00 Sent To  
Notes
2006-08-04 00:00:00***PROVISO***
  
  
  
  
 1.) FIRE PLAN REVIEW COMMENTS OF
 6/1/2006 HAVE BEEN ADDRESSED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-06-01 Cont ID  
Sent By mwennerg Date 2006-06-01 Time 14:02 Rev Time 0.00
Received By mwennerg Date 2006-06-01 Time 14:02 Sent To  
Notes
2006-06-01 00:00:00***DENIED***
  
 PLANS HAVE BEEN SUBMITTED FOR PERMITTING
 FOR FOUNDATION, SITE CLEARING AND SITE
 UTILITIES ONLY.
  
 1) ELECTRONIC SUPERVISION AND CHAIN WITH
 LOCK IS REQUIRED FOR SECURING OF DOUBLE
 CHECK DETECTOR ASSEMBLY. SHT C-20.
  
 2) FIRE DEPARTMENT CONNECTIONS SHALL BE
 NO FURTHER THAN 150' FROM A FIRE
 HYDRANT.
  
 3) FIRE HYDRANTS ARE TO BE WET AND
 OPERATIONAL PRIOR TO, DURING AND AFTER
 CONSTRUCTION.
  
 4) CONSTRUCTION, ALTERATION AND
 DEMOLITION SHALL COMPLY WITH NFPA 241.
 PLEASE PROVIDE NOTE ON ARCHITECTUAL
 SHEETS WHEN SUBMITTED FOR PERMIT.
  
 5) IN ADDITION TO ALL APPLICABLE
 BUILDING CODES, LIFE SAFETY SHALL COMPLY
 WITH NFPA 101, 2003 EDITION.
  
 6) ABOVE GROUND FIRE SPRINKLER WORK
 SHALL COMPLY WITH NFPA 13, 2002 EDITION.
 SHT FP0.1, NOTE #1.
  
 7) SUITABLE ACCESS SHALL BE PROVIDED FOR
 EMERGENCY VEHICLES, AND ACCESS, WATER
 SUPPLY TO COMPLY WITH NFPA 1, 2003
 EDITION, CHAPTER 18.
  
 8) NO FIRE LINES SHALL BE LOCATED
 BENEATH BUILDINGS OR STRUCTURES.
  
 9) ADDRESSING TO MEET ALL LOCAL
 REQUIREMENTS FOR COMMERCIAL BUILDINGS,
 AND SHALL BE AT LEAST 6" IN HEIGHT AND
 CONTRASTING TO THE BACKGROUND.
  
  
 MIKE WENNERGREN, CAPTAIN/WPBFR
 FIRE PLAN REVIEW (561) 805-6722
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-08-30 Cont ID  
Sent By rbrown Date 2007-08-30 Time 11:19 Rev Time 0.00
Received By rbrown Date 2007-08-30 Time 11:19 Sent To  
Notes
2007-08-30 11:19:45ELECTRICAL REVISION ROUTED TO JAKE LEAHY DESK FOR
 REVIEW.
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-02-12 Cont ID  
Sent By adarroug Date 2007-02-12 Time 10:14 Rev Time 0.00
Received By adarroug Date 2007-02-12 Time 10:14 Sent To B
Notes
2007-02-12 10:15:19TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2006-10-05 Cont ID  
Sent By adarroug Date 2006-10-05 Time 14:36 Rev Time 0.00
Received By adarroug Date 2006-10-05 Time 14:36 Sent To  
Notes
2006-10-19 16:51:53TO "COMM" BD#59
2006-10-05 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2006-08-10 Cont ID  
Sent By adarroug Date 2006-08-10 Time 08:25 Rev Time 0.00
Received By adarroug Date 2006-08-10 Time 08:25 Sent To  
Notes
2006-08-10 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-07-03 Cont ID  
Sent By adarroug Date 2006-07-03 Time 08:55 Rev Time 0.00
Received By adarroug Date 2006-07-03 Time 08:55 Sent To  
Notes
2006-07-13 00:00:00TO "COMM" BD#44-PLANS ON RACK/3 ROLLS
 AND 1 BOX
2006-07-03 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-06-22 Cont ID  
Sent By adarroug Date 2006-06-22 Time 15:37 Rev Time 0.00
Received By adarroug Date 2006-03-15 Time 14:14 Sent To  
Notes
2006-04-10 00:00:00TO "COMM" BD#53
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-06-22 Cont ID  
Sent By adarroug Date 2005-11-22 Time 15:36 Rev Time 0.00
Received By adarroug Date 2005-11-23 Time 15:53 Sent To  
Notes
2005-12-02 00:00:00TO "COMM" BD#51
2005-11-23 00:00:00WAITING FOR "COMM" BD
Review Stop P PLUMBING
Rev No 4 Status P Date 2007-06-04 Cont ID  
Sent By kstevens Date 2007-06-04 Time 16:50 Rev Time 0.00
Received By kstevens Date 2007-06-04 Time 16:50 Sent To ENG
Notes
2007-06-04 16:52:31PLUMBING SUBMITTALS OK - SANT. PIPING--WATER PIPING
 --VALVES--TRAP PRIMER--PIPE SUPPORTS/HANGERS
 --FIRE SAFEING--PIPE INSULATION
Review Stop P PLUMBING
Rev No 3 Status P Date 2006-11-04 Cont ID  
Sent By pschmitz Date 2006-11-04 Time 07:24 Rev Time 0.00
Received By pschmitz Date 2006-11-04 Time 07:23 Sent To  
Notes
2006-11-04 07:25:37REVISION
 FOUNDATION ONLY
Review Stop P PLUMBING
Rev No 2 Status P Date 2006-07-22 Cont ID  
Sent By pschmitz Date 2006-07-22 Time 07:48 Rev Time 0.00
Received By pschmitz Date 2006-07-22 Time 07:46 Sent To  
Notes
2006-07-22 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC2004 FUEL GAS CODEPLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPT.1, ADMINISTRATION, 2004 EDITION
  
 PROVISO: BUILDING FOUNDATION ONLY.
  
 NEW COMMENTS, APPLICATION #06030729
 *** INDICATES NEW COMMENT.
 1) PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER TRADES WHICH MAY AFFECT PLUMBING
 PLANS.
 REMOVE VOIDED SHEETS, INCLUDE IN
 RESUBMITTAL, IN A SEPERATE PACKAGE.
  
 *** PLEASE PROVIDE A TRANSMITTAL SHEET
 ADDRESSING PLAN REVIEW COMMENTS.
 *** SHEET NUMBERS HAVE CHANGED
 2) SHT A-2.04
 PLUMBING FIXTURE REQUIRMENTS:
 BUSINESS OCCUPANCY NOT LISTED.
 EACH TENANT SPACE TO COMPLY WITH TABLE
 403.1 FOR MINIMUM FACILITIES.
 ONE W/C & LAV, ONE SAFTEY SHOWER, ONE
 DRINKING FOUNTAIN, ONE S/S.
 3)SHT A-2.04
 PROVIDE A ELEVATION DETAIL OF TOILET
 ROOMS AND DRINK FOUNTAINS WITH
 DIMENSIONS.
 11-4.22 TOILET ROOMS.
 11-4.22.1 MINIMUM NUMBER.
 TOILET FACILITIES REQUIRED TO BE
 ACCESSIBLE BY SECTION 11-4.1 SHALL
 COMPLY WITH SECTION 11-4.22. ACCESSIBLE
 TOILET ROOMS SHALL BE ON AN ACCESSIBLE
 ROUTE.
 11-4.22.2 DOORS.
 *** SHT A-3.01 DOOR SWINGS INTO TURNING
 CIRCLE.
 (1)ALL DOORS TO ACCESSIBLE TOILET ROOMS
 SHALL COMPLY WITH SECTION 11-4.13. DOORS
 SHALL NOT SWING INTO THE CLEAR FLOOR
 SPACE REQUIRED FOR ANY FIXTURE.
 11-4.22.3 CLEAR FLOOR SPACE.
 THE ACCESSIBLE FIXTURES AND CONTROLS
 REQUIRED IN SECTIONS 11-4.22.4,
 11-4.22.5, 11-4.22.6 AND 11-4.22.7 SHALL
 BE ON AN ACCESSIBLE ROUTE. AN
 UNOBSTRUCTED TURNING SPACE COMPLYING
 WITH SECTION 11-4.2.3 SHALL BE PROVIDED
 WITHIN AN ACCESSIBLE TOILET ROOM. THE
 CLEAR FLOOR SPACE AT FIXTURES AND
 CONTROLS, THE ACCESSIBLE ROUTE, AND THE
 TURNING SPACE MAY OVERLAP.
 11-4.22.6 LAVATORIES AND MIRRORS.
 IF LAVATORIES AND MIRRORS ARE PROVIDED,
 THEN AT LEAST ONE OF EACH SHALL COMPLY
 WITH SECTION 11-4.19.
 11-4.22.7 CONTROLS AND DISPENSERS.
 IF CONTROLS, DISPENSERS, RECEPTACLES, OR
 OTHER EQUIPMENT ARE PROVIDED, THEN AT
 LEAST ONE OF EACH SHALL BE ON AN
 ACCESSIBLE ROUTE AND SHALL COMPLY WITH
 SECTION 11-4.27.
 11-4.23 BATHROOMS, BATHING FACILITIES
 AND SHOWER ROOMS.
 11-4.23.1 MINIMUM NUMBER.
 BATHROOMS, BATHING FACILITIES, OR SHOWER
 ROOMS REQUIRED TO BE ACCESSIBLE BY
 SECTION 11-4.1 SHALL COMPLY WITH SECTION
 11-4.23 AND SHALL BE ON AN ACCESSIBLE
 ROUTE.
 11-4.23.2 DOORS.
 DOORS TO ACCESSIBLE BATHROOMS SHALL
 COMPLY WITH SECTION 11-4.13. DOORS SHALL
 NOT SWING INTO THE FLOOR SPACE REQUIRED
 FOR ANY FIXTURE. IF ONLY A TOILET ROOM
 IS PROVIDED AT GRADE LEVEL, SUCH TOILET
 ROOM SHALL HAVE A CLEAR OPENING OF NOT
 LESS THAN 29 INCHES (737 MM).
 11-4.23.3 CLEAR FLOOR SPACE.
 THE ACCESSIBLE FIXTURES AND CONTROLS
 REQUIRED IN SECTIONS 11-4.23.4,
 11-4.23.5, 11-4.23.6, 11-4.23.7,
 11-4.23.8 AND 11-4.23.9 SHALL BE ON AN
 ACCESSIBLE ROUTE. AN UNOBSTRUCTED
 TURNING SPACE COMPLYING WITH SECTION
 11-4.2.3 SHALL BE PROVIDED WITHIN AN
 ACCESSIBLE BATHROOM. THE CLEAR FLOOR
 SPACES AT FIXTURES AND CONTROLS, THE
 ACCESSIBLE ROUTE, AND THE TURNING SPACE
 MAY OVERLAP.
 4) SHTS P0.1 PLUMBING GENERAL NOTES #6
 CLARIFI USE OF DUCTILE IRON PIPE LESS
 THAN 2 FEET UNDER GROUND.
 *** SHT P0.1 NOTE #6 DUCTILE IRON NOT
 ADDRESSED.
 PLUMBING FIXTURE SCHEDULE P-42, CLARIFI
 TYPE OF SHOWER, SAFETY OR PERSONEL?
 P-62B HOSE BIBB, PROVIDE VACUM BREAKER.
 *** P-62B VACUM BREAKER NOT ADDRESSED.
 5) SHT P2.3 PROVIDE A ISOMETRIC DRAWING
 FOR BUSINESS OFFICE, SANITARY AND WATER
 PIPEING. INCLUDE DRINKING FOUNTAIN,
 EMERGENCY SHOWER AND EYE WASH.
 *** SHT P2.3 DOMESTIC WATER ISOMETRIC.
 SHOCK ARRESTORS LOCATED AT TOP OF RISER
 NOT PER MANFACTURE INSTALLATIONS
 INSTRUCTIONS.
 *** SHT P2.3WATER HEATER, DETAIL NOT
 PROVIDED AS INDICATED ON SHT P0.1
 SEC 607.3 PROVIDE A MEANS OF CONTROLING
 THERMAL EXPANSION FOR WATER HEATER.
 WATER SUPPLY NOT SHOWN FOR SAFTEY
 SHOWER.
 SANITARY WASTE ISOMETRIC:ICE MACHINE
 DRAIN NOT SHOWN.
 *** SHT. L-3.03 IRRIGATION: SEC 316
 SPRINKLER HEADS SHALL NOT BE INSTALLED
 WITHIN 12" OF THE BUILDING
  
 END OF COMMENTS QUESTIONS,561-8056692
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-05-13 Cont ID  
Sent By pschmitz Date 2006-05-13 Time 11:11 Rev Time 0.00
Received By pschmitz Date 2006-05-13 Time 11:11 Sent To  
Notes
2006-05-13 00:00:00PAUL SCHMITZ
 [email protected]
 FBC 2004 PLUMBING CODE PLAN REVIEW
 FBC2004 FUEL GAS CODEPLAN REVIEW
 FBC 2004 CH 11, FL ACESSIBILITY CODE
 AMENDMENTS TO THE FLORIDA BUILDING CODE,
 CHAPT.1, ADMINISTRATION, 2004 EDITION
  
 UNSAT
 1) PLEASE SEE ANY POSSIBLE COMMENTS FROM
 OTHER TRADES WHICH MAY AFFECT PLUMBING
 PLANS.
  
 2) SHT A-2.04
 PLUMBING FIXTURE REQUIRMENTS:
 BUSINESS OCCUPANCY NOT LISTED.
 EACH TENANT SPACE TO COMPLY WITH TABLE
 403.1 FOR MINIMUM FACILITIES.
 ONE W/C & LAV, ONE SAFTEY SHOWER, ONE
 DRINKING FOUNTAIN, ONE S/S.
  
 3)SHT A-2.04
 PROVIDE A ELEVATION DETAIL OF TOILET
 ROOMS AND DRINK FOUNTAINS WITH
 DIMENSIONS.
 11-4.22 TOILET ROOMS.
 11-4.22.1 MINIMUM NUMBER.
 TOILET FACILITIES REQUIRED TO BE
 ACCESSIBLE BY SECTION 11-4.1 SHALL
 COMPLY WITH SECTION 11-4.22. ACCESSIBLE
 TOILET ROOMS SHALL BE ON AN ACCESSIBLE
 ROUTE.
 11-4.22.2 DOORS.
 (1)ALL DOORS TO ACCESSIBLE TOILET ROOMS
 SHALL COMPLY WITH SECTION 11-4.13. DOORS
 SHALL NOT SWING INTO THE CLEAR FLOOR
 SPACE REQUIRED FOR ANY FIXTURE.
 11-4.22.3 CLEAR FLOOR SPACE.
 THE ACCESSIBLE FIXTURES AND CONTROLS
 REQUIRED IN SECTIONS 11-4.22.4,
 11-4.22.5, 11-4.22.6 AND 11-4.22.7 SHALL
 BE ON AN ACCESSIBLE ROUTE. AN
 UNOBSTRUCTED TURNING SPACE COMPLYING
 WITH SECTION 11-4.2.3 SHALL BE PROVIDED
 WITHIN AN ACCESSIBLE TOILET ROOM. THE
 CLEAR FLOOR SPACE AT FIXTURES AND
 CONTROLS, THE ACCESSIBLE ROUTE, AND THE
 TURNING SPACE MAY OVERLAP.
 11-4.22.6 LAVATORIES AND MIRRORS.
 IF LAVATORIES AND MIRRORS ARE PROVIDED,
 THEN AT LEAST ONE OF EACH SHALL COMPLY
 WITH SECTION 11-4.19.
 11-4.22.7 CONTROLS AND DISPENSERS.
 IF CONTROLS, DISPENSERS, RECEPTACLES, OR
 OTHER EQUIPMENT ARE PROVIDED, THEN AT
 LEAST ONE OF EACH SHALL BE ON AN
 ACCESSIBLE ROUTE AND SHALL COMPLY WITH
 SECTION 11-4.27.
 11-4.23 BATHROOMS, BATHING FACILITIES
 AND SHOWER ROOMS.
 11-4.23.1 MINIMUM NUMBER.
 BATHROOMS, BATHING FACILITIES, OR SHOWER
 ROOMS REQUIRED TO BE ACCESSIBLE BY
 SECTION 11-4.1 SHALL COMPLY WITH SECTION
 11-4.23 AND SHALL BE ON AN ACCESSIBLE
 ROUTE.
 11-4.23.2 DOORS.
 DOORS TO ACCESSIBLE BATHROOMS SHALL
 COMPLY WITH SECTION 11-4.13. DOORS SHALL
 NOT SWING INTO THE FLOOR SPACE REQUIRED
 FOR ANY FIXTURE. IF ONLY A TOILET ROOM
 IS PROVIDED AT GRADE LEVEL, SUCH TOILET
 ROOM SHALL HAVE A CLEAR OPENING OF NOT
 LESS THAN 29 INCHES (737 MM).
 11-4.23.3 CLEAR FLOOR SPACE.
 THE ACCESSIBLE FIXTURES AND CONTROLS
 REQUIRED IN SECTIONS 11-4.23.4,
 11-4.23.5, 11-4.23.6, 11-4.23.7,
 11-4.23.8 AND 11-4.23.9 SHALL BE ON AN
 ACCESSIBLE ROUTE. AN UNOBSTRUCTED
 TURNING SPACE COMPLYING WITH SECTION
 11-4.2.3 SHALL BE PROVIDED WITHIN AN
 ACCESSIBLE BATHROOM. THE CLEAR FLOOR
 SPACES AT FIXTURES AND CONTROLS, THE
 ACCESSIBLE ROUTE, AND THE TURNING SPACE
 MAY OVERLAP.
 4) SHTS P0.1 PLUMBING GENERAL NOTES #6
 CLARIFI USE OF DUCTILE IRON PIPE LESS
 THAN 2 FEET UNDER GROUND.
 PLUMBING FIXTURE SCHEDULE P-42, CLARIFI
 TYPE OF SHOWER, SAFETY OR PERSONEL?
 P-62B HOSE BIBB, PROVIDE VACUM BREAKER.
 5) SHT P2.3 PROVIDE A ISOMETRIC DRAWING
 FOR BUSINESS OFFICE, SANITARY AND WATER
 PIPEING. INCLUDE DRINKING FOUNTAIN,
 EMERGENCY SHOWER AND EYE WASH.
  
 END OF COMMENTS, QUESTIONS 561-805-6692
Review Stop Z ZONING
Rev No 4 Status P Date 2006-11-20 Cont ID  
Sent By jroach Date 2006-11-20 Time 08:47 Rev Time 0.00
Received By jroach Date 2006-11-20 Time 08:47 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status P Date 2006-08-16 Cont ID  
Sent By jroach Date 2006-08-16 Time 10:17 Rev Time 0.00
Received By jroach Date 2006-08-16 Time 10:17 Sent To  
Notes
2006-08-16 00:00:008/16/06 ***PASSED***
  
 FOUNDATION PERMIT ONLY. ALL OTHER SITE
 WORK WILL BE REVIEWED WITH THE MAIN
 BUILDING PERMIT.
  
 NO TREES SHALL BE REMOVED UNTIL ISSUANCE
 OF A TREE REMOVAL/RELOCATION LICENSE.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 SENIOR PLANNER, AT (561) 822-1435.
Review Stop Z ZONING
Rev No 2 Status F Date 2006-07-30 Cont ID  
Sent By jroach Date 2006-07-30 Time 12:51 Rev Time 0.00
Received By jroach Date 2006-07-30 Time 12:51 Sent To  
Notes
2006-07-30 00:00:007/30/2006 ***FAILED***
  
 REVIEW PROVIDED FOR SITE CLEARING AND
 FOUNDATION PERMIT ONLY....ALL OTHER SITE
 IMPROVEMENTS ARE SUBJECT TO REVIEW AT
 SUBMISSION OF FULL BUILDING PERMIT.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED
 PRIOR TO ISSUANCE OF THE FOUNDATION
 PERMIT:
  
 1) A TREE REMOVAL/RELOCATION LICENSE
 SHALL BE OBTAINED FROM THE PLANNING AND
 ZONING DEPARTMENT PRIOR TO THE REMOVAL
 OR RELOCATION OF ANY EXISTING TREES.
 PLEASE CONTACT ALAN BARATTA, LANDSCAPE
 PLANNER, AT (561) 822-1435.
  
 2) A UNITY OF TITLE OR THE PLAT SHALL BE
 RECORDED WITH THE CLERK OF THE CIRCUIT
 COURT AS THE PROPOSED BUILDING CROSSES
 PROPERTY LINES.
  
 AS INDICATED PREVIOUSLY, THIS REVEIW WAS
 FOR SITE CLEARING AND FOUNDATION
 ONLY...THE PLANNING AND ZONING
 DEPARTMENT RESERVES THE RIGHT TO COMMENT
 ON ALL OTHER SITE IMPROVEMENTS AT TIME
 OF APPLICATION FOR FULL BUILDING PERMIT.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 SENIOR PLANNER, AT (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-06-21 Cont ID  
Sent By jroach Date 2006-06-21 Time 21:25 Rev Time 0.00
Received By jroach Date 2006-06-21 Time 21:25 Sent To  
Notes
2006-06-21 00:00:006/21/2006 ***FAILED***
  
 REVIEW PROVIDED FOR SITE CLEARING AND
 FOUNDATION PERMIT ONLY....ALL OTHER SITE
 IMPROVEMENTS ARE SUBJECT TO REVIEW AT
 SUBMISSION OF FULL BUILDING PERMIT.
  
 THE FOLLOWING COMMENTS MUST BE ADDRESSED
 PRIOR TO ISSUANCE OF THE FOUNDATION
 PERMIT:
  
 1) A TREE REMOVAL/RELOCATION LICENSE
 SHALL BE OBTAINED FROM THE PLANNING AND
 ZONING DEPARTMENT PRIOR TO THE REMOVAL
 OR RELOCATION OF ANY EXISTING TREES.
 PLEASE CONTACT ALAN BARATTA, LANDSCAPE
 PLANNER, AT (561) 822-1435.
  
 2) ALL UTILITIES ARE TO BE LOCATED
 UNDERGROUND, INCLUDING THOSE WITHIN THE
 RIGHT-OF-WAY ON THE EAST SIDE OF FLAGLER
 DRIVE.PLEASE CLARIFY COMPLIANCE WITH
 THIS REQUIREMENT.
  
 3) A UNITY OF TITLE OR THE PLAT SHALL BE
 RECORDED WITH THE CLERK OF THE CIRCUIT
 COURT AS THE PROPOSED BUILDING CROSSES
 PROPERTY LINES.
  
 4) FLOOR PLANS INDICATE TOTAL PROPOSED
 BUILDING SQUARE FOOTAGE OF 37,212 SQ.
 FT....THIS APPEARS INCORRECT.PARKING
 WAS ONLY PROVIDED FOR 33,442 SQ. FT. OF
 BUILDING.PLEASE CLARIFY.
  
  
 THE FOLLOWING ARE PRELIMINARY COMMENTS
 TO CONSIDER UPON APPLICATION OF THE FULL
 BUILDING PERMIT.
  
 1) A CERTIFICATE OF OCCUPANCY WILL NOT
 BE ISSUED FOR THE MTC BUILDING UNTIL THE
 EXISTING BUILDING HAS BEEN
 DEMOLISHED...SUFFICIENT PARKING IS NOT
 PROVIDED FOR BOTH BUILDINGS TO REMAIN AT
 THE SAME TIME.
  
 2) THE OPEN STORAGE AREA AT THE
 SOUTHWEST CORNER OF THE BUILDING SHALL
 BE ENCLOSED BY A SOLID FENCE/WALL...NOT
 CHAINLINK.
  
 AS INDICATED PREVIOUSLY, THIS REVEIW WAS
 FOR SITE CLEARING AND FOUNDATION
 ONLY...THE PLANNING AND ZONING
 DEPARTMENT RESERVES THE RIGHT TO COMMENT
 ON ALL OTHER SITE IMPROVEMENTS AT TIME
 OF APPLICATION FOR FULL BUILDING PERMIT.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 SENIOR PLANNER, AT (561) 822-1435.
  


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