Plan Review Details - Permit 06030729
Plan Review Stops For Permit 06030729
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status P Date 2007-07-06 Cont ID  
Sent By jwitmer Date 2007-07-06 Time 13:23 Rev Time 2.22
Received By jwitmer Date 2007-07-06 Time 13:23 Sent To PC
Notes
2007-07-06 14:13:31SHOP DRAWINGS: KORETECK PANELIZED BUILDING SYSTEMS
 SENERGY SUFFACING SYSTEMS FOR THE KORETECK PANELIZED
 WALL SYSTEM
 ARCH ALUMINUM OUTSWING DOOR05-0829.08
 ROLL UP DOOR: BEST NOA 05-0606.01
 GRENENECK LOUVER
 ROOF DECK FL 2635-R1 BUTLER MANUFACTURING
 SOUTHEAST DOORS
 FIREDOOR NOA 05-1129.07
 FIREDOOR NOA 03-0206.15
 FIREDOOR NOA 06-0512.04
 SHOP DRAWINGS ARCH IMPACT DOORS & STOREFRONT
 SHOP DRAWINGS FOR RINKER RE-INFORCING STEEL
 MSDS SHEET FOR AQUA KURE CLEAR
 KORETECK BASE DETAIL
 SHOP DRAWINGS FOR ELEVATOR
 SHOP DRAWINGS FOR STEEL STAIRS
 MEZZANINE FIBER MESH MIX DESIGN
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2007-06-14 Cont ID  
Sent By jwitmer Date 2007-06-14 Time 16:41 Rev Time 1.33
Received By jwitmer Date 2007-06-14 Time 16:41 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2007-04-10 Cont ID  
Sent By jwitmer Date 2007-04-10 Time 10:29 Rev Time 3.33
Received By jwitmer Date 2007-04-10 Time 10:29 Sent To PC
Notes
2007-04-10 10:32:26BUILDING PLAN REVIEW
 PERMIT: 06030729
 ADD: 4200 N. FLAGLER DR
 CONT: CENTEX
 TEL: (954)605-1010
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2006 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVISIONREVIEW
 ACTION: DENIED
  
 THIS REVISION # 4 IN CREATING A TRUE SECOND STORY WILL
 NEED THREE AREAS TO BE CORRECTED BEFORE THE REVIEW
 PROCESS CAN BE COMPLETED.
 1) IN CREATINF A TRUE SECOND STORY THE BUILDING CODE
 ANALYSIS NEEDS TO BE CORRECTED. CHANGE NUMBER 5 HAS
 CRETED A SECOND STORY BUT THE AREA
 INCREASES TAKEN ARE FOR A SINGLE STORY BUILDING. A 200%
 INCREASE CAN BE TAKEN FOR MULTIPLE STORY BUILDINGS (
 506.3) NOT THE 300%. THE DESIGNERS HAVEN'T SHOWN
 ANY FRONTAGE INCEASES AAS LISTED UNDER 506.2. PLEASE
 CORRECT, SHOW CALCULATIONS.
  
 2) NUMBER TWO IS AN EITHER OR SITUATION, THE NEW
 OFFICES OVER THE PAINT SHOP WILL REQUIRE EXITS, SHEET
 A-2.05 INDICATES THE TWO EXITS IN A HASHED LINE GOING
 TO THE ENCLOSED EXITS GOING TO THE OPPOSITE ENDS OF
 THIS PORTION OF THE BUILDING.
 2A) SITUATION # 1- WITH THE SCENARIOLISTED ABOVE, THE
 CODE REQUIRES TWO EXITS TABLE 1018.2 LIMITS THE TRAVEL
 TO 75 FEET FOR A SINGLE EXIT. FOR SPRINKLERED BUILDINGS
 THE EXIT ACCESS TRAVEL DISTANCE IS MOST RESTRICTIVE AT
 250' FOR AN F1 OCCUPANCY, THE DESIGN DOES COMPLY WITH
 THIS REQUIREMENT. PLEASE INDICATE THE 36" PATH OF
 TRAVEL ON THE PLAN. THE SITUATION THAT OCCURS WHEN THE
 OCCUPANT LOAD OF THE NEWLY CREATED SECOND FLOOR
 BUSINESS
 27 OCCUPANT LOAD/ 2 = 13.5 OR 14 OCCUPANTS PER EXIT
 PLUS THE MEZANINE OCCUPANTS(6) WILL EQUAL 20 OCCUPANTS
 THAT WILL CROSS THE AREA THAT IS OPEN TO BELOW IN THE
 PARTS DEPARTMENT. THE SECTION ON THE OPENNESS OF
 MEZZANINES 505.4(2) AT LEAST ONE DIRECT ACCESS TO AN
 EXIT FROM THE MEZZANINE. THE AREA THAT IS OPEN TO THE
 PARTS DEPARTMENT WOULD HAVE TO BE ENCLOSED. NEITHER THE
 ENCLOSED MEZZANINE AREAS NEED TO BE FIRE RATED NOR THE
 ACCESS CORRIDOR DUE TO THE FIRE SPRINKLERS. IF THIS
 SITUATION IS DESIRED TWO ISSUES NEED TO BE CORRECTED
 A) THE STAIRWAY THAT LEADS FROM THE BUSINESS OFFICE TO
 THEPAINT SHOP WOULD NEED TO HAVE THE EXIT SIGN
 REMOVED SINCE THIS EXIT LEADS INTO A MORE DANGEROUS
 OCCUPANCY AND NOT DIRECTLY TO THE EXTERIOR.
 B) ENCLOSE THAT PORTION OF WALL IN THE PARTS MEZZANINE
 LEVEL. IF THIS SITATION IS DECIDED TO BE USED ON SHEET
 E-2.3 THE EGRESS LIGHT WOULD NEED TO BE REMOVED FROM
 THIS STAIRWAY. THE STAIRWAY NEXT TO THE CONTAINMENT BAY
 WOULD NEED TO BE 1 HR FIRE RATED AS WELL AS THE
 RESTROOM BELOW1019.1.5. THE OTHER ISSUE WILL BE THE
 EXTERIOR WALL OF THIS STARWELL WHICH WOULS NOT NORMALLY
 NEED TO BE RATED WILL NEED TO BE RATED BECAUSE OF THE
 CLOSENESS OF THE CONTAINMENT TANK, RESTROOM EXHAUST FAN
 INDICATES PENETRATING THIS WALL REQUIRING A FIRE
 DAMPER.
  
 SITUATION # 2- IF THE PORTION OF THE MEZZANINE IN THE
 PARTS ROOM IS TO REMAIN OPEN, THEN THE OCCUPANT LOAD
 FROM THE BUSINESS OCCUPANCY CAN'T CROSS THIS PORTION OF
 OPEN MEZZANIN AND THE STAIRWELL NEXT TO THE BUSINESS
 OCCUPANCY WILL NEED TO BE 1 HR FIRE RATED, WITH A NEW
 DOORWAY BEING CREATED SO THE EXIT DISCHARGE FROM THE
 STAIRS WILL LEAD DIRECTLY TO THE EXTERIOR WITHOUT GOING
 THROUGH THE PAINT SHOP A MORE DANGERIOUS OCCUPANCY.
 GROUP.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2006-12-20 Cont ID  
Sent By jwitmer Date 2006-12-20 Time 14:54 Rev Time 2.22
Received By jwitmer Date 2006-12-20 Time 14:54 Sent To PC
Notes
2006-12-20 14:56:40ONT: ROONEY CENTEX CONSTRUCTION
 TEL: (561)478-0381
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * 2004 WEST PALM BEACH AMENDMENTS
 CHAPTER 1 OF FBC
  
 ACTION: BUILDING PROVISO
  
 -----NOTE-----
  
 THIS PERMIT APPLICATION IS FOR THE MTC
 (MARINE TECHNOLOGIES CENTER) BUILDING.
  
  
 1) 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.
  
 2) 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.
  
 3) THISPERMIT FOR THIS PROJECT WAS FOR UNITS 3 & 4
 ELECTRIC GEAR BUILDING ONLY.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2006-11-13 Cont ID  
Sent By jwitmer Date 2006-11-13 Time 11:26 Rev Time 3.33
Received By jwitmer Date 2006-11-13 Time 11:26 Sent To  
Notes
2006-11-13 14:00:40ADD:4300 N FLAGLER DR
 CONT: ROONEY CENTEX CONSTRUCTION
 TEL: (561)478-0381
  
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * 2004 WEST PALM BEACH AMENDMENTS
 CHAPTER 1 OF FBC
  
 ACTION: BUILDING PROVISO
  
 -----NOTE-----
  
 THIS PERMIT APPLICATION IS FOR THE MTC
 (MARINE TECHNOLOGIES CENTER) BUILDING.
  
  
 1) 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.
  
 2) 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.
  
 3) THISPERMIT FOR THIS PROJECT WAS FOR UNITS 3 & 4
 ONLY.
  
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2006-09-18 Cont ID  
Sent By jwitmer Date 2006-09-18 Time 12:42 Rev Time 7.50
Received By jwitmer Date 2006-09-15 Time 14:55 Sent To  
Notes
2006-09-18 00:00:00PERMIT: 06030729
 ADD:4300 N FLAGLER DR
 CONT: ROONEY CENTEX CONSTRUCTION
 TEL: (561)478-0381
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * 2004 WEST PALM BEACH AMENDMENTS
 CHAPTER 1 OF FBC
  
 2ND REVIEW
 ACTION: DENIED
  
 -----NOTE-----
  
 THIS PERMIT APPLICATION IS FOR 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)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) COMPLIED.
  
 5) COMPLIED.
  
 6) PLANSCOMPLIED WITH THE DEFINITION
 OF MEZZANINE THERE ARE OTHER CODE ISSUE
 THAT WILL NEED TO BE ADDRESSED:
 6A) PLEASE PROVIDE INFORMATION HOW
 VERTICAL ACCESSIBILITY WILL BE
 ADDRESSED. PROVIDE DOCUMENTATION.
  
 6B)2ND REQUEST, PLEASE SEE 110.4.2
 STORAGE & FACTORY- INDUSTRIAL
 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.
 RESPONCE: PLEAASE SEE AFFIDAVIT AND
 COMPUTATIONS FOR SAFE ALLOWABLE FLOOR
 LOAD CAPACITY. (BUTLER TO PROVIDE)
  
 NO AFFADAVIT OR CALCULATIONS WERE
 SUBMITTED. CUT SECTION DO6-137731-02B
 DOES INDICATE MEZZANINE LEVEL BUT NO
 FLOOR LOADS. I ALSO CHECKED COLUMNS FOR
 POINT LOADING.
  
 6C) 2ND REQUEST, 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.
  
 THE SIGNAGE HAS TO CORRALATE WITH THE
 DESIGN FLOOR LOAD FOR THE MEZZANINE:
 125 LBS/ SQ FT LIGHT
 250 LBS/ SQ FT HEAVY
  
 7) 2ND REQUEST, 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.
 PROVIDE DETAILS HOW VERTICAL
 ACCESSBILITY WILL BE MET.
  
 8) COMPLIED.
  
 9) 2ND REQUEST, ) PROVIDE INFORMATION
 WHY THERE IS A CONTAINMENT AREA, BAY# 8?
 THE RESPONSE IS : PLEASE SEE ATTACHED
 LETTER OF THE PURPOSE OF THE CONTAINMENT RYBOVICH).
 THERE IS NO LETTER OR OTHER DOCUMENTATION ATTACHED TO
 THESE REVIEW
 COMMENTS!
  
 10) COMPLIED.
  
 11) COMPLIED.
  
 12) COMPLIED.
  
 13) COMPLIED THROUGH FOUNDATION PERMIT
 ELEVATION CERTIFICATE.
  
 14) COMPLIED.
  
 15) COMPLIED.
  
 16) COMPLIED.
  
 17) BUTLER LAYOUT SHEETS 2 OF THE 3
 SEEETS HAVE RAISED SEALS THE OTHER IS
 MISSING THE RAISED SEAL. FAC
 61G15-23.002 (FROM FOUNDATION SET, NO
 PLANS FOUND IN THE BLDG SET).
 MISSING THE BUTLER LAYOUT SHEETS ALL
 TOGETHER.
  
 18) COMPLIED.
  
 19) COMPLIED.
  
 20) COMPLIED.
  
 21) 2ND REQUEST, W P B ADMINISTRTIVE
 CODE 106.3.3* PRODUCT APPROVALS. THOSE
 PRODUCTS WHICH ARE REGULATED BY DCA RULE
 9B-72 SHALL BE REVIEWED AND APPROVED IN
 WRITING BY THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR JURISDICTIONAL
 APPROVAL.
  
 22) COMPLIED.
  
 23) COMPLIED.
  
 24) 2ND REQUEST,THE PERMIT APPLICATION
 STATES DESCRIPTION OF WORK TO BE A 1
 STORY MTC PRE-ENGINEERED BUILDING. NO
 OTHER IMPROVEMENTS ARE MENTIONED UNDER
 THE PREMIT APPLICATION DESRIPTION OF
 WORK. THE PLANS SUBMITTED HAVE AN
 ELECTRICAL GEAR BUILDING WITH ARCH M-E-P
 AND STRUCTURAL PLANS INCLUDED. NOT TO BE
 PART OF THIS PERMIT, NOR IS SITE
 IMPROVEMETNS.
  
 THE RESPONSE INDICATES , YES THE
 ELECTRICAL GEAR ROOM IS TO BE PART OF
 THIS PERMIT APPLICATION, PLEASE ADD TO
 THE PROJECT DESCRIPTION.
  
 THE PERMIT APPLICATION NOT SUBMITTED.
  
  
 25) 2ND REQUEST, A-6.01 INDICATES A
 DETAIL 2/A-6.02 WHICH INDICATES USE OF
 FOAM TRIM. 1406.2.2 ARCHITECTURAL TRIM. ARCHITECTURAL
 TRIM THAT EXCEEDS 40 FEET
 (12 192 MM) IN HEIGHT ABOVE GRADE PLANE
 SHALL BE CONSTRUCTED OF APPROVED
 NONCOMBUSTIBLE MATERIALS AND SHALL BE
 SECURED TO THE WALL WITH METAL OR OTHER
 APPROVED NONCOMBUSTIBLE BRACKETS.
  
 IF YOU DO NOT AGREE WITH THE BUILDING
 OFFICIALS DECISION AND OR INTERPRETATION
 OF THE CODE YOU MAY APPLY FOR AN
 APPEAL TO THE CONSTRUCTION BOARD OF
 ADJUSTMENT & APPEAL, OR YOU MAY APPLY
 FOR A VARIANCE TO THE TECHNICAL CODES.
 ACOPY OF THE FORM IS ATTACHED.
  
 26) 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
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-05-18 Cont ID  
Sent By jwitmer Date 2006-05-18 Time 07:46 Rev Time 10.00
Received By jwitmer Date 2006-05-17 Time 07:08 Sent To  
Notes
2006-05-18 00:00:00PERMIT: 06030729
 ADD:4300 N FLAGLER DR
 CONT: ROONEY CENTEX CONSTRUCTION
 TEL: (561)478-0381
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * 2004 WEST PALM BEACH AMENDMENTS
 CHAPTER 1 OF FBC
  
 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:(FROM FOUNDATION PERMIT,
 PLANS NOT FOUND IN BLDG PERMIT SET!)
 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:(FROM FOUNDATION
 PLAN, PLANS NOT FOUND IN BLDG SET FOR
 SHELL OR MEZZANINE LEVEL)
 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
 (FROM FOUNDATION SET, NO PLANS GOUND IN
 BLDG SET)
  
 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
 (FROM FOUNDATION SET, NOT FOUND IN BLDG
 SET)
  
 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
 F) LOUVERS
  
 24) THE PERMIT APPLICATION STATES
 DESCRIPTION OF WORK TO BE A 1 STORY MTC
 PRE-ENGINEERED BUILDING. NO OTHER
 IMPROVEMENTS ARE MENTIONED UNDER THE
 PREMIT APPLICATION DESRIPTION OF WORK.
 THE PLANS SUBMITTED HAVE AN ELECTRICAL
 GEAR BUILDING WITH ARCH M-E-P AND
 STRUCTURAL PLANS INCLUDED. NOT TO BE
 PART OF THIS PERMIT, NOR IS SITE
 IMPROVEMETNS.
  
 25) A-6.01 INDICATES A DETAIL 2/A-6.02
 WHICH INDICATES USE OF FOAM TRIM.
 1406.2.2 ARCHITECTURAL TRIM.
 ARCHITECTURAL TRIM THAT EXCEEDS 40 FEET
 (12 192 MM) IN HEIGHT ABOVE GRADE PLANE
 SHALL BE CONSTRUCTED OF APPROVED
 NONCOMBUSTIBLE MATERIALS AND SHALL BE
 SECURED TO THE WALL WITH METAL OR OTHER
 APPROVED NONCOMBUSTIBLE BRACKETS
  
 26)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 10 Status   Date   Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By btrobaug Date 2007-08-08 Time 12:07 Sent To  
Notes
2007-08-08 12:07:53 
  
 ELECTRICAL SUBMITTALS OK./WRT.
Review Stop E ELECTRICAL
Rev No 9 Status P Date 2007-07-24 Cont ID  
Sent By btrobaug Date 2007-07-12 Time 16:08 Rev Time 0.00
Received By btrobaug Date 2007-07-12 Time 12:09 Sent To PC
Notes
2007-07-12 12:10:12 
  
 REVISED ELECTRICAL ROOM EQUIPMENT LAYOUT./WRT.
Review Stop E ELECTRICAL
Rev No 8 Status P Date 2007-07-12 Cont ID  
Sent By btrobaug Date 2007-07-12 Time 11:49 Rev Time 0.00
Received By btrobaug Date 2007-07-12 Time 08:38 Sent To  
Notes
2007-07-12 11:43:36 
  
 PROVISO
  
 COMMENT FROM PREVIOUS REVIEW NOT ADDRESSED:
  
 4} INDICATE COMPLIANCE WITH CHAPTER 13 FBC. PLACE ALL
 RELATED EQUIPMENT ON THE PLAN, PROVIDE A LEGENDFOR
 SAME. SUBMIT NEW ENERGY CALCULATIONS CORRELATING WITH
 ALL FIXTURE TYPES INDICATED ON THE DRAWINGS.
  
 THE REASON FOR THIS COMMENT WAS THE CHANGES FROM
 MEZANINE TO OFFICE AREAS ON THE SECOND FLOOR.
 LUMINAIRES HAVE BEEN ADDED AND CHANGED TYPES THROUGHOUT
 MUCH OF THE PROJECT. THE CALCULATIONS FOR THE SHELL
 BUILDING THAT WERE SUBMITTED FOR PERMITTING NEED TO BE
 AMENDED PER 13-103.3 ATTACHED.
  
 13-103.3 BUILDING PERMITS.
 PRIOR TO RECEIVING THE PERMIT TO BEGIN CONSTRUCTION OR
 RENOVATION, OWNERS, OR AN AGENT DULY DESIGNATED BY THE
 OWNER, OF ALL BUILDINGS SHALL CERTIFY ENERGY CODE
 COMPLIANCE TO THE DESIGNATED LOCAL ENFORCEMENT AGENCY.
 IF, DURING THE BUILDING CONSTRUCTION OR RENOVATION,
 ALTERATIONS ARE MADE IN THE DESIGN, MATERIALS, OR
 EQUIPMENT WHICH WOULD DIMINISH THE ENERGY PERFORMANCE
 OF THE BUILDING, AN AMENDED COPY OF THE COMPLIANCE
 CERTIFICATIONS SHALL BE SUBMITTED TO THE LOCAL
 ENFORCEMENT AGENCY ON OR BEFORE THE DATE OF FINAL
 INSPECTION BY THE BUILDING OWNER OR HIS OR HER AGENT.
 BUILDING OFFICIALS OR THEIR OFFICIALLY DESIGNATED
 REPRESENTATIVES SHALL ASSURE THAT THE COMPLIANCE FORMS
 ARE COMPLETE AND WITHOUT GROSS ERRORS.
  
 PLEASE SUBMIT THE COMPLIANCE CERTIFICATION ONLY AS THE
 REVIEWED PLANS WITH FIXTURE SCHEDULES ARE ON FILE.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop E ELECTRICAL
Rev No 7 Status F Date 2007-05-10 Cont ID  
Sent By btrobaug Date 2007-05-10 Time 10:12 Rev Time 6.00
Received By btrobaug Date 2007-05-08 Time 07:04 Sent To  
Notes
2007-05-09 16:58:20 
  
 REVISION DENIED
  
 1} THE VALUE ON THE APPLICATION MUST INCLUDE THE TOTAL
 COST OF LABOR AND MATERIAL.THE ADDITION OF THE
 ELEVATOR, MDP-3 SERVICE ANDRELATED EQUIPMENT, 2000
 AMP QUICK DISCONNECT SWITCHBOARD, THE FEEDER AND BRANCH
 CIRCUITING FOR EQUIPMENT IN THE CARPENTER SHOP, METAL
 SHOP, PAINT SHOP, SANDING AREA ETC. THAT ARE ADDED IN
 THIS REVISION REQUIRE THE VALUE TO BE INCREASED. ADJUST
 THE VALUE AT THE PERMIT CLERKS DESK, AND PAY THE
 DIFFERENCE IN FEES PRIOR TO RESUBMITTING.
  
 2}IDENTIFICATION IS REQUIRED AT MDP-3, AS IS SHOWN AT
 MSB-5 PER 230.2(E). PLEASE ADD TO THE PLAN. SHEET
 E3.2.
  
 3} MDP-1, MDP-2 AND MSB5 REQUIRE GROUND FAULT
 PROTECTION PER 230.95 AND 240.13. PLEASE INDICATE ON
 PLANS AT THE PANEL SCHEDULES.
  
 4} INDICATE COMPLIANCE WITH CHAPTER 13 FBC. PLACE ALL
 RELATED EQUIPMENT ON THE PLAN, PROVIDE A LEGENDFOR
 SAME. SUBMIT NEW ENERGY CALCULATIONS CORRELATING WITH
 ALL FIXTURE TYPES INDICATED ON THE DRAWINGS.
  
 5} PLEASE SEE CIRCUITS LABLED P5-4, P5-17,19, P5- 21,23
 ANDP5-32 ARE MISMARKED. (THOSE CIRCUITS ARE LISTED IN
 PANEL B5).
  
 6} PLEASE INDICATE THE DUTY-CYCLE SERVICE OF THE 25 HP
 ELEVATOR MOTOR. VERIFY THAT THERE IS A 400 AMP FUSED
 DISCONNECT ON THE LOAD SIDE OF A 225 AMP DISCONNECT.
 SHEET E4.5, MSB5 RISER.
  
 7} PANEL HB4 FEEDER IS 250 AMPS PER THE FEEDER
 SCHEDULE, LISTED AS 225 AMP ON THE RISER (SHEET E4.5),
 AND LISTED AS 400 AMPS ON THE PANEL SCHEDULE SHEET
 E4.7. CORRELATE SAME.
  
 8} PLEASE VERIFY OR REMOVE THE NOTE UNDER MSB5, SHEET
 E4.1, REGARDING THE 6' WIDTH.
  
 9} PLEASE INDICATE THEDESIGNERS INTENDED
 CLASSIFICATION OF THE CARPENTER SHOP. NOT KNOWINGTHE
 TYPE OF DUST COLLECTION SYSTEM TO BE INSTALLED, THE
 REVIEWER CANNOT DETERMINE THAT CLASSIFICATION AT THIS
 TIME.PER 500.5.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop E ELECTRICAL
Rev No 6 Status F Date 2007-03-28 Cont ID  
Sent By btrobaug Date 2007-03-28 Time 12:22 Rev Time 2.00
Received By btrobaug Date 2007-03-28 Time 09:53 Sent To  
Notes
2007-03-28 12:22:37 
  
 DENIED/CONFLICTING INFORMATION
  
 PLEASE MAKE THE FOLLOWING CHANGES ON THE PLANS FOR
 CLARITY.
  
 1} E.2.1 THE SHEET SUBMITTED FOR REVISION DOES NOT THE
 CONTAIN THE SAME FLOOR PLANS AS THE SHEET IN THE PERMIT
 SET IT IS INTENDED TO REPLACE.ALSO PLEASE NOTE
 "REVISION #3 DATED 9/1/06 AND THE DELTA NUMBERED THE
 SAME IN THE BLOCK WITH THE SHEET NUMBER, IS A DATE
 PRIOR TO THE PERMIT SET DATE. SINCE ALL SHEETS
 SUBMITTED DO NOT MATCH THE PERMIT SET, POSSIBLY THE
 WRONG SET WAS SUBMITTED.
  
 2} E2.2, NOT THE SAME FLOOR PLANS AS PERMIT SET. ALSO
 THE "COVERED WORKSHED" AND STORAGE SHED HAVE BEEN
 REMOVED WITH OUT CLOUDING OR OTHER INDICATION THEY WERE
 INTENTIONALLY REMOVED.
  
 3} E2.3, THIS SHEET CONTAINS NO POWER OR SYSTEMS PLAN
 AS THE SHEET IT IS INTENDED TO REPLACE DOES.
  
 4} E2.4, THE REVISION IS SHOWING 2ND FLOOR LIGHTING,
 THE PERMIT SET IS 1ST FLOOR PLANS.
  
 5} E3.1 OF THE PERMIT SET IS THE RISER AND FEEDER
 SCHEDULES AND CANNOT BE REVISED WITH A FLOOR PLAN
 DRAWING. ALSO THE REVISED SHEET SHOWS A "GENERATOR
 QUICK DISCONNECT" SWITCHBOARD AT THE RELOCATED
 MSB.PLEASE SUBMIT SPECIFICATIONS FOR THIS AND ADD TO
 THE RISER TO INDICATE LOCATION IN THE SERVICE SYSTEM.
  
 6} E3.2, REVISION CANNOT REPLACE THE RISER ON THE
 PERMIT SET.
  
 7} E4.1 AND E4.2 DO NOT CORRELATE TO THE PANELS ON THE
 PERMITTED SHEETS. THEY CONTAIN SCHEDULES NOT ON PERMIT
 SET AND OMIT SCHEDULES CONTAINED ON THE PERMIT SET.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2007-02-21 Cont ID  
Sent By btrobaug Date 2007-02-21 Time 17:00 Rev Time 1.00
Received By btrobaug Date 2007-02-13 Time 14:20 Sent To PC
Notes
2007-02-21 16:33:25 
 SWITCHGEAR SUBMITTAL NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS FOR CODE
 COMPLIANCE AND RESUBMIT FOR REVIEW.
  
 THE SUBMITTAL FOR SWITCHBOARD MSB5 SHOWS IT BEING
 LARGER THAN THE 6' MAXIMUM ALLOWED FOR THE ROOM IN
 WHICH IT'S DESIGNATED TO BE INSTALLED, WHICH DOES NOT
 CONFORM TO110.26(C)(2),"ENTRANCE--- AT EACH END" ALSO
 WITH FRONT AND LEFT ACCESS REQUIRED, IT WILL NOT ALLOW
 WORKING SPACE AT THE END OF THE GEAR.
  
 I AM RETURNING BOTH FULL SETS OF SUBMITTALS CONTAINING
 THE SWITCHBOARD INFORMATION FOR CORRECTION OF MSB5.
  
 WILLIAM R. TROBAUGH
 ELECTRICAL PLANS EXAMINER
 CITY OF WEST PALM BEACH
 CONSTRUCTION SERVICES DEPARTMENT
 561) 805-6718
2007-02-21 12:54:06 
 SUBMITTAL REVISIION.
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2006-12-20 Cont ID  
Sent By btrobaug Date 2006-12-20 Time 12:20 Rev Time 0.25
Received By btrobaug Date 2006-12-20 Time 12:20 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 3 Status F Date 2006-12-04 Cont ID  
Sent By btrobaug Date 2006-12-04 Time 15:59 Rev Time 1.00
Received By btrobaug Date 2006-12-01 Time 15:04 Sent To  
Notes
2006-12-04 15:59:15 
  
  
 THE PERMIT APPLICATION IS NOT WITH THE RESUBMITTED
 PACKAGE, PLEASE INCLUDE IT WITH THE NEXT RESUBMITTAL.
 THE PERMIT CANNOT BE ISSUED UNLESS THE APPLICATION IS
 AVAILABLE.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW.
 CITY OF WEST PALM BEACH
 561/805-6718
 [email protected]
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2006-09-26 Cont ID  
Sent By btrobaug Date 2006-09-26 Time 11:49 Rev Time 1.00
Received By btrobaug Date 2006-09-22 Time 17:05 Sent To  
Notes
2006-09-26 00:00:00 
  
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} PLEASE SHOW COMPLIANCE WITH CHAPTER
 13, ENERGY CODE, SECTIONS 413,414 AND
 415 FOR LIGHTING CONTROLS. INDICATE
 LOCATION OF EQUUIPMENT AND DEVICES SUCH
 AS TIME CLOCKS AND OCCUPANCY SENSORS ON
 THE PLAN.
  
 2} MDP2 IS LISTED AS A MLO ON THE PLAN.
 PLEASE CORRECT OR SHOW COMPLIANCE WITH
 230.71.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-06-16 Cont ID  
Sent By btrobaug Date 2006-06-16 Time 17:42 Rev Time 5.00
Received By btrobaug Date 2006-05-30 Time 17:15 Sent To  
Notes
2006-06-16 00:00:00 
  
 NONCOMPLIANT
  
 PLEASE MAKE THE FOLLOWING CORRECTIONS
 FOR CODE COMPLIANCE AND RESUBMIT FOR
 REVIEW.
  
 1} PROVIDE PANEL SCHEDULES AND LOAD
 CALCULATIONS FOR MSB5 AND PANELS A AND
 B'S THAT IT FEEDS, 215.5 NEC,
 106.3.5.1.2 FBC.
  
 2} INDICATE THE ELEVATION OF THE SERVICE
 EQUIPMENT AND TRANSFORMERS, IN RELATION
 TO THE ELECTRICAL DATUM PLANE. ARTICLE
 555.5.
  
 3}PER 110.9 AND 110.10: OBTAIN THE
 AVAILABLE FAULT CURRENT AT THE UTILITY
 AND CALCULATE THE SAME AT THE EQUIPMENT.
 INDICATE THE AIC RATING FOR THE
 EQUIPMENT IS EQUAL TO OR GREATER THAN
 THE AVAILABLE FAULT FOR MSB5 AND THE
 PANELS IT FEEDS.
  
 4} PROVIDE SPECIFICATIONS FOR ALL MAIN
 SERVICE EQUIPMENT.
  
 5} THE ELECTRIC ROOM IN BAY 1 THAT
 HOUSES MSB5 IS NOT IN COMPLIANCE WITH
 110.26(C)(2). THE PANIC HARDWARE
 REQUIRED IS NOT LISTED ON SHEET A-2.03
 FOR DOOR TYPE 1.12A.
  
 6} INDICATE MSB5 COMPLIANCE WITH 230.71
 THROUGH 230.79. THERE IS NO INDICATION
 OF A MAIN BREAKER ON THE PLAN.
  
 7} THE EMERGENCY WALL PACKS IN THE
 OFFICE LOBBY SHOULD BE ON CIRCUIT
 "A1-23" TO COMPLY WITH 700.12(E). ALSO
 THE LIGHTING SCHEDULE DOES NOT INDICATE
 THESE ARE BATTERY BACK-UP, PER SAME
 ARTICLE.
  
 8} PROVIDE SCHEDULES, RATINGS AND
 INDICATE COMPLIANCE WITH 230.71 THROUGH
 230.79 FOR MDP1 AND MDP2.
  
 9} THE CODE REFERENCES FOR NFPA 101 AND
 THE FLORIDA FIRE PREVENTION CODE ON
 SHEET GN-01 ARE INCORRECT. THEY ARE 2003
 FOR 101 AND 2004 FOR FFP. SEE FBC
 CHAPTER 35. PLEASE CORRECT ALL CODE
 REFERENCES WHERE THEY APPEAR ON PLANS.
  
 10} SEE ONE OF THE GN-01 SHEET ON ONE
 SET OF PLANS DOES NOT CONTAIN ALL
 INFORMATION THAT APPEARS ON THE OTHER
 TWO.
  
 11} INDICATE COMPLIANCE WITH CHAPTER 13,
 ENERGY CODE, ON THE PLANS, 413 THROUGH
 415.
  
 IF THERE ARE ANY QUESTIONS PLEASE CALL.
  
 BILL TROBAUGH
 ELECTRICAL PLAN REVIEW
 561/805-6718
 [email protected]
  
  
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2006-08-15 Cont ID  
Sent By rchokshi Date 2006-08-15 Time 13:49 Rev Time 0.00
Received By rchokshi Date 2006-08-15 Time 13:49 Sent To Z
Notes
2006-08-15 00:00:00ALL COMMENTS MADE BY M. AMINI IN 6/06
 WERE CORRECTED PER STEVE S. SO, MADE IT
 PASS.
  
 RASIK CHOKSHI 805-6723
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2006-06-26 Cont ID  
Sent By mamini Date 2006-04-24 Time 12:55 Rev Time 0.00
Received By MAMINI Date 2006-06-26 Time 13:05 Sent To I
Notes
2006-04-24 00:00:00THESE NOTES UNDER 05110729
2006-03-17 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 2007-04-05 Cont ID  
Sent By mawillia Date 2007-04-05 Time 12:12 Rev Time 0.00
Received By mawillia Date 2007-04-05 Time 11:04 Sent To  
Notes
2007-04-05 12:12:21*****REVISIONS APPROVED*****
  
  
 REVISED SHEETS A-2.04, A-2.05, A-5.01, FP2.1, FP2.2,
 FP2.3, AND FP2.4 WERE STAMPED, INITIALED, AND DATED
  
  
 *****PROVISO*****
  
 THE APPROPIATE REVISED ELECTRICAL SHEETS WILL BE
 STAMPED WHEN THEIR PLAN REVIEW HAS BEEN SATISFIED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-03-21 Cont ID  
Sent By mawillia Date 2007-03-21 Time 17:16 Rev Time 0.00
Received By mawillia Date 2007-03-21 Time 16:48 Sent To  
Notes
2007-03-21 17:16:02*****SUBMITTAL RECEIVED*****
  
  
 FIRE SPRINKLER PRODUCT DATA SUBMITTAL DATE STAMPED.
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2006-10-17 Cont ID  
Sent By mawillia Date 2006-10-17 Time 10:22 Rev Time 0.00
Received By mawillia Date 2006-10-17 Time 10:22 Sent To  
Notes
2006-10-17 10:48:40*****APPROVED*****
  
  
  
 RESPONSES TO THE 1ST FIRE PLAN REVIEW COMMENTS AS
 FOLLOWS:
  
  
  
  
 1.)OK
  
 2.)SO NOTED.
  
 3.)SO NOTED.
  
 4.)SO NOTED.
  
 5.)SO NOTED.
  
 6.)SO NOTED.
  
 7.)OK
  
 8.)OK
  
 9.)OK
  
 10.)OK
  
 11.)SO NOTED.
  
 12.)OK
  
 13.)SO NOTED.
  
 14.)SO NOTED.YOUR RESPONSE MENTIONS THAT THE
 NUMERICAL ADDRESS WILL BE AS PER WEST PALM BEACH CODE.
 PLEASE BE REMINDED THAT IN ADDITION TO THOSE NUMBERS
 BEING NO LESS THAN 6" IN HEIGHT, THE SAME SAID NUMBERS
 SHOULD ALSO BE NO LESS THAN 1" IN WIDTH.ALSO IN
 ADDITION TO THE REQUIRED NUMERICAL ADDRESS ON THE
 BUILDING, YOU WOULD ALSO HAVE THE NUMERICAL ADDRESS ON
 THE MARQUEE AND/OR MONUMENT SIGN IF INSTALLED.
  
 15.)SO NOTED.
  
 16.)OK
  
 17.)OK
  
 18.)SO NOTED.
  
 19.)SO NOTED.
  
 20.)SO NOTED.
  
 21.)OK
  
 22.)OK
  
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-06-19 Cont ID  
Sent By mcarsill Date 2006-06-19 Time 10:02 Rev Time 0.00
Received By mcarsill Date 2006-06-19 Time 09:14 Sent To  
Notes
2006-06-19 00:00:001. CONSTRUCTION, DEMOLITION, AND
 RENOVATION TO COMPLY WITH NFPA 241.
  
 2. SUITABLE ROADS ARE TO PROVIDED DURING
 CONSTRUCTION FOR FIRE AND PARAMEDICAL
 EQUIPMENT.
  
 3. WET FIRE HYDRANTS ARE REQUIRED PRIOR
 TO, DURING, AND AFTER CONSTRUCTION.
  
 4. PLEASE INDICATE HOW FIRE RESCUE
 ENTERS THROUGH THE ROLL GATE FENCE. WHAT
 SECURITY OR LOCKING ARRANGEMENTS WILL BE
 PRESENT AND IS A KNOX-BOX BEING
 PROPOSED.
  
 5. PRIVATE FIRE SERVICE MAINS AND
 HYDRANTS SHALL COMPLY WITH NFPA 24. THE
 STANDARD FOR PRIVATE FIRE SERVICE MAINS
 AND THEIR APPURTENANCES.
  
 6. NEW PRIVATE FIRE HYDRANTS TO COMPLY
 WITH UTILITY AND FIRE RESCUE STANDARDS.
  
 7. FIRE HYDRANT # 8 SHOULD BE RELOCATED
 IN FRONT OF GATE OR FENCE OPENING.
  
 8. ALL FIRE HYDRANTS SHALL BE PROVIDED
 WITH SEVEN AND HALF FEET CLEARANCE TO
 THE FRONT AND SIDES AND FOUR FEET TO THE
 REAR OF THEM. (PAGE C-21)
  
 9. ALL PAVEMENT ROAD SYSTEMS SHALL BE
 CAPABLE OF SUPPORTING 32 TONS FOR FIRE
 EQUIPMENT.
  
 10. ELECTRONIC SWITCHES, CHAIN AND LOCK
 ARE REQUIRED ON FIRE LINE BACKFLOW
 DEVICES.
  
 11. SEPERATE PLANS AND PERMITS REQUIRED
 FOR FIRE SPRINKLER AND FIRE ALARM
 SYSTEM.
  
 12. FIRE DEPARTMENT CONNECTIONS (FDC'S)
 SHALL BE LOCATED NO FARTHER THAN 150
 FEET FROM FIRE HYDRANTS.
  
 13. ALL FIRE DEPARTMENT CONNECTIONS
 (FDC'S) SHALL BE POSITIONED SO THEY
 CANNOT BE BLOCKED BY STORAGE, VESSELS,
 EQUIPMENT, ETC.
  
 14. BUILDING ADDRESSES REQUIRED ON
 PROPER ELEVATIONS. A MINIMUM OF AT LEAST
 6" HIGH NUMBERS WITH 1" WIDTH SHALL BE
 PROVIDED.
  
 15. KNOX-BOXES WILL BE REQUIRED.
  
 16. NO ILLUMINATED EXIT SIGNS OR
 EMERGENCY LIGHTS SHOWN FOR COVERED WORK
 SHED VESSEL AREAS.
  
 17. PLEASE INDICATE ANY AND ALL
 HAZARDOUS MATERIALS PLANNED TO BE STORED
 AT THE NEW FACILITY. THESE MATERIALS
 INCLUDE FLAMMABLE AND COMBUSTIBLE
 LIQUIDS, CORROSIVES, OXIDIZERS,
 FLAMMABLE GASES, POSIONS, ETC.
  
 18. WHERE WILL FLAMMABLE LIQUIDS,
 SOLVENTS, ETC. PLANNED TO BE STORED.
  
 19. WHAT TYPE OF WORK IS PLANNED TO BE
 PERFORMED WHERE THE VESSELS ARE TO BE
 STORED.
  
 20. NO FIRE RATED DOORS SHOWN ON DOOR
 SCHEDULE. IS THERE NO FIRE RATING FOR
 BAYS 15 AND 16 LOCATED DIRECTLY IN FRONT
 OF THE VESSEL FIT UP AREA.
  
 21. WHERE IS THE FIBERGLASS AND GELCOAT
 MATERIALS PLANNED TO BE STORED OR
 UTILIZED.
  
 22. NEW FIRE ALARM SYSTEM SHALL MEET THE
 REQUIREMENTS OF BEING MONITORED BY A
 LICENSED UL LISTED CENTRAL STATION
 APPROVED FOR CENTRAL STATION SERVICE.
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION
 OFFICER
 804-4709
Review Stop I INCOMING/PROCESSING
Rev No 13 Status N Date 2007-07-24 Cont ID  
Sent By adarroug Date 2007-07-24 Time 16:49 Rev Time 0.00
Received By adarroug Date 2007-07-24 Time 16:49 Sent To E
Notes
2007-07-24 16:50:16TO "BTROBAUG "DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 12 Status N Date 2007-06-25 Cont ID  
Sent By adarroug Date 2007-06-25 Time 15:07 Rev Time 0.00
Received By adarroug Date 2007-06-25 Time 15:07 Sent To  
Notes
2007-07-10 13:40:21TO "COMM" BD#24
2007-06-25 15:07:30WAITING FOR "COMM" BD--REV
Review Stop I INCOMING/PROCESSING
Rev No 11 Status N Date 2007-04-18 Cont ID  
Sent By adarroug Date 2007-04-18 Time 09:28 Rev Time 0.00
Received By adarroug Date 2007-04-18 Time 09:28 Sent To  
Notes
2007-04-18 09:31:29TO "COMM" BD#46
Review Stop I INCOMING/PROCESSING
Rev No 10 Status N Date 2007-03-24 Cont ID  
Sent By adarroug Date 2007-03-24 Time 16:45 Rev Time 0.00
Received By adarroug Date 2007-03-24 Time 16:45 Sent To  
Notes
2007-03-24 16:48:26TO "COMM" BD#55
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2007-03-06 Cont ID  
Sent By adarroug Date 2007-03-06 Time 11:42 Rev Time 0.00
Received By adarroug Date 2007-03-06 Time 11:42 Sent To  
Notes
2007-03-08 11:51:43TO "COMM"BD#20
2007-03-06 11:42:21WAITING FOR "COMM" BD-REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2007-02-13 Cont ID  
Sent By adarroug Date 2007-02-13 Time 08:50 Rev Time 0.00
Received By adarroug Date 2007-02-13 Time 08:50 Sent To M
Notes
2007-02-13 08:50:40TO "M" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-02-13 Cont ID  
Sent By adarroug Date 2007-02-13 Time 08:39 Rev Time 0.00
Received By adarroug Date 2007-02-13 Time 08:39 Sent To E
Notes
2007-02-13 08:39:42TO "BTROBAUG" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-02-13 Cont ID  
Sent By adarroug Date 2007-02-13 Time 08:34 Rev Time 0.00
Received By adarroug Date 2007-02-13 Time 08:34 Sent To P
Notes
2007-02-13 08:35:03TO "P" BOX/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-02-13 Cont ID  
Sent By adarroug Date 2007-02-13 Time 08:30 Rev Time 0.00
Received By adarroug Date 2007-02-13 Time 08:30 Sent To B
Notes
2007-02-13 08:30:29TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2006-11-06 Cont ID  
Sent By adarroug Date 2006-11-06 Time 11:51 Rev Time 0.00
Received By adarroug Date 2006-11-06 Time 11:50 Sent To  
Notes
2006-11-08 09:52:25TO "COMM" BD#32/PLANS ON RACK--4 ROLLS AND 1 BOX
2006-11-06 11:51:15WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2006-08-07 Cont ID  
Sent By adarroug Date 2006-08-07 Time 09:34 Rev Time 0.00
Received By adarroug Date 2006-08-07 Time 09:34 Sent To  
Notes
2006-08-11 00:00:00TO "COMM" BD#43
2006-08-07 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-04-18 Cont ID  
Sent By pkrauss Date 2006-06-26 Time 13:05 Rev Time 0.00
Received By adarroug Date 2006-04-18 Time 13:58 Sent To  
Notes
2006-05-10 00:00:00TO "COMM" BD#38
2006-04-18 00:00:00WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2006-06-26 Cont ID  
Sent By pkrauss Date 2006-06-26 Time 12:59 Rev Time 0.00
Received By pkrauss Date 2006-03-17 Time 09:47 Sent To  
Notes
2006-03-17 00:00:00WAITING FOR "COMM" BD
Review Stop M MECHANICAL (A/C)
Rev No 6 Status P Date 2007-04-24 Cont ID  
Sent By rregueir Date 2007-04-24 Time 10:56 Rev Time 0.00
Received By rregueir Date 2007-04-21 Time 09:43 Sent To  
Notes
2007-04-21 11:08:43MECH REVISION PAGES:
 M0.1, M0.2, M2.1, M2.2, M2.3, M2.4, M2.5, M3.1
Review Stop M MECHANICAL (A/C)
Rev No 5 Status N Date 2007-03-29 Cont ID  
Sent By rregueir Date 2007-03-29 Time 10:21 Rev Time 0.00
Received By rregueir Date 2007-03-29 Time 09:13 Sent To  
Notes
2007-03-29 10:21:15THIS SUBMITTED REVISION ON HOLD PENDING COORDINATION
 WITH REVISIONS SUBMITTED ON 3/9/07
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2007-03-19 Cont ID  
Sent By rregueir Date 2007-03-19 Time 14:47 Rev Time 0.00
Received By rregueir Date 2007-03-19 Time 09:00 Sent To  
Notes
2007-03-19 14:48:31MECHANICAL SUBMITTALS RECEIVED.
Review Stop M MECHANICAL (A/C)
Rev No 3 Status F Date 2007-03-12 Cont ID  
Sent By rregueir Date 2007-03-12 Time 15:26 Rev Time 0.00
Received By rregueir Date 2007-03-09 Time 10:15 Sent To  
Notes
2007-03-12 15:42:02-------------DENIED-----------------
  
 1. PG M2.1 NOTE #3: FLAME SPREAD OF 25 OR LESS IS
 REQUIRED IN PLENUMS PER FBC,M 602.2.1. PLAN STATES A
 FLAME SPREAD OF 250 IS ACCEPTABLE. PLEASE CORRECT AND
 RESUBMIT.
  
 2. PG M2.1 - EF1 & EF2 ARE BOTH LOCATE IN A PLENUM
 CEILING AREA, CAUSING DOWNSTREAM DUCTS UNDER POSITIVE
 PRESSURE TO ALSO BE LOCATED IN A PLENUM. EXHAUST DUCTS
 UNDER POSITIVE PRESSURE SHALL NOT BE LOCATED IN A
 RETURN AIR PLENUM PER FBC,M 601.3.
  
 3. PG M2.1 - EF1 IN BATHROOM UNDER RATED VERTICAL EXIT
 ACCESS (STAIRWAY). THE EXHAUST DUCT WILL BE PENETRATING
 ONE OR MORE RATED ASEMBLIES (SEE FBC 1019.1.5). THESE
 OPENINGS SHALL BE PROTECTED PER FBC,M 607.5.
  
 4. PG M2.3 & M2.4 PLAN SHOWS SUPPLY AIR DUCTS ENTERING
 STAIR SERVING AS VERTICAL EXIT ENCLOSURES. THESE
 OPENINGS ARE PROHIBITED PER FBC 1019.1.2.
  
 5. A2.03 SHOWS A RATED WALL SEPARATING SPACES (SEE COL.
 LINE 16) WHICH IS NOT SHOWN ON MECHANICAL REVISIONS. IF
 PARTITIONS AND/OR RATED ASSEMBLIES WHICH ARE NOT SHOWN
 ON MECHANICAL DRAWINGS ARE INSTALLED, THEY WILL IMPACT
 THE MECHANICAL SYSTEM. A COMPLETE REVIEW OF THESE PAGES
 CAN NOT BE DONE AT THIS TIME. PLEASE REVISE DRAWINS SO
 THAT MECHANICAL AND ARCHITECTURAL PLANS CORRELATE SO A
 COMPLETE REVIEW CAN BE PERFORMED. FBC 106.1.1.
  
  
 REVIEWED BY:
 RONALD J REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 2 Status P Date 2006-10-10 Cont ID  
Sent By pkrauss Date 2006-10-10 Time 14:18 Rev Time 0.00
Received By pkrauss Date 2006-10-10 Time 10:52 Sent To  
Notes
2006-10-10 14:49:29PROVISO:
  
 SMOKE DETECTORS ARE REQUIRED IN SUPPLY AIR SYSTEMS WITH
 A DESIGN CAPACITY GREATER THAN 2,000 CFM, PER 2004 FMC
 606.2.1.PLEASE NOTE, AHU SYSTEM 1 INDICATES A 5 TON
 SYSTEM WHICH MAY HAVE THE CAPACITY TO PRODUCE GREATER
 THAN 2,000 CFM.PLEASE VERIFY WITH MANUFACTURER.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS
 AT (561)805-6719 OR E-MAIL [email protected].
2006-10-10 13:01:53 
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2006-06-26 Cont ID  
Sent By pkrauss Date 2006-06-26 Time 10:23 Rev Time 0.00
Received By pkrauss Date 2006-06-26 Time 10:23 Sent To  
Notes
2006-06-26 00:00:00DENIED:2004 FLORIDA BUILDING CODE.
  
 1.PLEASE PROVIDE INFORMATION AS TO
 WHAT TYOE IF WORK WILL BE PERFORMED IN
 THE DIFFERENT BAY'S.
  
 2.PROVIDE MSDS SHEETS FOR ANY
 HAZARDOUS LIQUIDS AND MATERIALS.
  
 3.THE FOLLOWING FANS ARE LOCATED OVER
 DOOR EXITS, BAY 12, 10, 3, 5, 7, & 14.
 PLEASE NOTE, PER 2004 FMC 401.5.2,
 IYTDIIR EXHAUST OPENINGS SHALL NOT BE
 DIRECTED ONTO WALKWAYS AND SHALL BE
 LOCATED AS NOT TO CREATE A NUISANCE.
  
 4.TEF2 IS ALSO TERMINATING OVER A
 DOOR.
  
 5.HAZARDOUS EXHAUST SYSTEMS SHALL
 COMPLY WITH 2004 FMC 510.
  
 6.PLEASE PROVIDE ENERGY & SIZING
 CALCULATIONS IN ACCORDANCE WITH 2004 FBC
 CHAPTER 13, SECTION 13-400.0.ABC AND
 13-407.1ABC.1.
  
 7.PLEASE PROVIDE FLOOD ELEVATION
 CERTFICATE.PLEASE NOTE, THE CITY CODE
 REQUIRES AND ADDITIONAL 6" TO THE
 FEDERAL STANDARD.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE
 CONTACT PATTY KRAUSS AT (561)805-6719.
  
Review Stop P PLUMBING
Rev No 8 Status P Date 2007-08-28 Cont ID  
Sent By mperson Date 2007-08-28 Time 13:41 Rev Time 0.00
Received By mperson Date 2007-08-28 Time 13:41 Sent To PC
Notes
2007-08-28 13:56:15RESTAMP PLANS:
  
 ****************PROVISO****************
 PER FBC-2004 PLUMBING SECTION 604.9 WATER HAMMER
 ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER'S SPECIFICATIONS.
  
 NOTE: RESEARCH FOR THIS REVISION WAS ALSO DONE OFF OF
 THE FOUNDATION PERMIT NUMBER 05110729.
  
 REVIEW BY MIKE PERSON
 PLUMBING PLANS EXAMINER
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL= [email protected]
Review Stop P PLUMBING
Rev No 7 Status P Date 2007-08-28 Cont ID  
Sent By mperson Date 2007-08-28 Time 13:23 Rev Time 0.00
Received By mperson Date 2007-08-28 Time 13:23 Sent To  
Notes
2007-08-28 13:37:35REVISION: NEW SHEETS P0.0, P2.1, P2.2, P2.3, P3.0
  
 ****************PROVISO***************
 PER FBC-2004 PLUMBING SECTION 604.9 WATER HAMMER
 ARRESTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER'S SPECIFICATIONS.
  
 NOTE: RESEARCH FOR THIS REVISION WAS ALSO DONE OFF OF
 THE FOUNDATION PERMIT NUMBER 05110729.
  
 REVIEW BY MIKE PERSON
 PLUMBING PLANS EXAMINER
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL= [email protected]
Review Stop P PLUMBING
Rev No 6 Status F Date 2007-08-24 Cont ID  
Sent By mperson Date 2007-08-24 Time 14:16 Rev Time 0.00
Received By mperson Date 2007-08-24 Time 14:16 Sent To PC
Notes
2007-08-24 14:39:11RESTAMP DENIED
 REFERENCE:
 ** FBC-2004 PLUMBING.
 ** FBC-2004 CHAPTER 1, THE CITY OF
 WEST PALM BEACH AMENDMENTS.
 ** FLORIDA ADMINISTRATIVE CODE.
 ** FLORIDA STATUTES.
  
 1. THE SUBMITTED SHEETS FOR THE RESTAMP DO NOT MATCH
 THE APPROVED FILE SET OF PLANS. THESE SHEETS NEED TO BE
 SUBMITTED AS A REVISION WITH TWO COMPLETE SETS OF
 REVISED SHEETS. ALL CHANGES NEED TO BE CLOUDED WITH A
 REVISION NUMBER.
 NOTE: THE APPROVED FILE COPY SHEETS ARE IDENTIFIED AS
 SUCH: P0.1, P2.1, P2.2 AND P2.3.
  
 NOTE: THE SHEETS SUBMITTED FOR THE RESTAMP ARE
 IDENTIFIED AS SUCH: P0.0, P2.1, P2.2, P2.3 AND P3.0.
  
 END OF COMMENTS:
  
 REVIEW BY MIKE PERSON
 PLUMBING PLANS EXAMINER
 (561) 805-6730
 FAX (561) 805-6731
 E-MAIL= [email protected]
Review Stop P PLUMBING
Rev No 5 Status P Date 2007-03-17 Cont ID  
Sent By pschmitz Date 2007-03-17 Time 09:13 Rev Time 0.00
Received By pschmitz Date 2007-03-17 Time 06:06 Sent To  
Notes
2007-03-17 09:14:31PROVISO
 PREVIOUS COMMENT
 SHOCK ARRESTORS NOT AT THE TOP OF THE RISER
Review Stop P PLUMBING
Rev No 4 Status P Date 2007-03-06 Cont ID  
Sent By kstevens Date 2007-03-06 Time 17:55 Rev Time 0.00
Received By kstevens Date 2007-03-06 Time 17:55 Sent To  
Notes
2007-03-06 17:55:46PLUMBING SUBMITTALS APPROVED
Review Stop P PLUMBING
Rev No 3 Status P Date 2006-12-14 Cont ID  
Sent By pschmitz Date 2006-12-14 Time 13:51 Rev Time 0.00
Received By pschmitz Date 2006-12-14 Time 13:51 Sent To  
Notes
2006-12-15 11:30:32PROVISO:
 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.
  
 2) SHOCK ARRESTORS NOT AT THE TOP OF THE RISER
Review Stop P PLUMBING
Rev No 2 Status F Date 2006-08-13 Cont ID  
Sent By pschmitz Date 2006-08-13 Time 13:27 Rev Time 0.00
Received By pschmitz Date 2006-08-13 Time 13:27 Sent To  
Notes
2006-08-13 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) NOTE ONE, OK
  
 2) SHT A-2.04 NOTE TWO, OK
  
  
 3)SHT A-2.04 UNSAT:NEW COMMENT
 DOOR SWINGS INTO TURNING SPACE.
 RESPONSE: SEE SHT A-301
 PROVIDE ASELEVATION DETAIL OF TOILET
 ROOMS WITH DIMENSIONS.
 11-4.22 TOILET ROOMS.
 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.
  
 4-A) SHTS P0.1 UNSAT: NOT ADDRESSED.
 PROVIDE ABBREVIATION FOR "SA"
 NOT TO BE INSTALLED AT TOP OF RISER
 NEW COMMENT.
 604.9 WATER HAMMER.
 THE FLOW VELOCITY OF THE WATER
 DISTRIBUTION SYSTEM SHALL BE CONTROLLED
 TO REDUCE THE POSSIBILITY OF WATER
 HAMMER. A WATER-HAMMER ARRESTOR SHALL BE
 INSTALLED WHERE QUICK-CLOSING VALVES ARE
 UTILIZED. WATER-HAMMER ARRESTORS SHALL
 BE INSTALLED IN ACCORDANCE WITH THE
 MANUFACTURER?S SPECIFICATIONS.
 WATER-HAMMER ARRESTORS SHALL CONFORM TO
 ASSE 1010.
  
 4-B) SHTP0.1 NEW COMMENT
 PLUMBING SPECIFICATIONS
 MATERIALS: VALVES
 REFERENCE TO NOTE "B" PROVIDE BALL
 VALVES WITH LOCKING HANDLES FOR MEDICAL
 GAS SYSTEMS.
 PLEASE REMOVE NOTE, OR EXPLAIN USE.
  
 5) SHT P2.3 UNSAT
 SEE COMMENT 4-A, "SA" NOT ADDRESSED.
 SEC.604.9WATER HAMMER ARRESTOR
 REQUIRED ON I.M.
 END OF COMMENTS QUESTIONS 561-805-6692
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-06-18 Cont ID  
Sent By pschmitz Date 2006-06-18 Time 09:44 Rev Time 0.00
Received By pschmitz Date 2006-06-18 Time 08:54 Sent To  
Notes
2006-06-18 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.
  
 2)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.
  
 3) 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.
 PLUMBING ABBREVATIONS:
 PROVIDE ABBREVIATION FOR "SA"
  
  
 4) 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 5 Status P Date 2007-08-29 Cont ID  
Sent By jroach Date 2007-08-29 Time 15:25 Rev Time 0.00
Received By jroach Date 2007-08-29 Time 15:25 Sent To  
Notes
2007-08-29 15:25:528/29/07
  
 LANDSCAPE AS-BUILTS APPROVED.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
Review Stop Z ZONING
Rev No 4 Status P Date 2007-07-22 Cont ID  
Sent By jroach Date 2007-07-22 Time 21:00 Rev Time 0.00
Received By jroach Date 2007-07-22 Time 21:00 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2007-04-30 Cont ID  
Sent By jroach Date 2007-04-30 Time 23:45 Rev Time 0.00
Received By jroach Date 2007-04-30 Time 23:45 Sent To  
Notes
2007-04-30 23:47:51***REVISION FAILED***
  
 PLEASE CLARIFY WHEN INTERIOR MODIFICATIONS WERE MADE,
 INCREASE THE AMOUNT OF OFFICE SPACE FROM WHAT WAS
 ORIGINALLY APPROVED.THE SITE PLAN SHOULD HAVE BEEN
 REVISED ACCORDINGLY, SHOWING IN THE PARKING
 CALCULATIONS THAT SUFFICIENT PARKING IS STILL BEING
 PROVIDED.PLEASE PROVIDE A COPY OF THE LATEST SITE
 PLAN, ACCURATELY REFELECTING THE SQUARE FOOTAGE
 ALLOCATIONS TO EACH TYPE OF USE (OFFICE, WAREHOUSE,
 ETC.).
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH, SENIOR PLANNER,
 AT (561) 822-1435.
Review Stop Z ZONING
Rev No 2 Status P Date 2006-11-30 Cont ID  
Sent By jroach Date 2006-11-30 Time 15:28 Rev Time 0.00
Received By jroach Date 2006-11-30 Time 15:28 Sent To  
Notes
2006-11-30 15:30:15***PASSED WITH PROVISOS***
  
 1) THE EXISTING BUILDING SHALL BE DEMOLISHED PRIOR TO
 THE ISSUANCE OF A C.O.
  
 2) THE TEMPORARY PENINSULA PARKING LOT SHALL BE
 INSTALLED PRIOR TO THE ISSUANCE OF A C.O.
  
 QUESTIONS/COMMENTS, PLEASE CONTACT JOHN ROACH, SENIOR
 PLANNER, AT (561) 822-1435.
Review Stop Z ZONING
Rev No 1 Status F Date 2006-09-22 Cont ID  
Sent By jroach Date 2006-09-22 Time 22:36 Rev Time 0.00
Received By jroach Date 2006-09-22 Time 22:36 Sent To  
Notes
2006-09-22 00:00:009/22/06 ***FAILED***
  
 1) THE MTC BUILDING WILL NOT BE CO'D
 UNTIL THE EXISTING BUILDING HAS BEEN
 DEMOLISHED.
  
 2) THE TEMPORARY PENINSULA PARKING
 APPEARS TO BE LOCATED OUTSIDE OF THE
 LIMITS OF WORK.THE CIVIL DRAWINGS
 INDICATE THAT THIS WILL BE SUBMITTED
 UNDER A SEPARATE PERMIT.THIS PARKING
 MUST BE INSTALLED PRIOR TO THE ISSUANCE
 OF A CO AS THIS IS REQUIRED PARKING FOR
 THE MTC BUILDING.
  
 3) IN ACCORDANCE WITH SECTION
 94-273(D)(30) OF THE CITY OF WEST PALM
 BEACH ZONING AND LAND DEVELOPMENT
 REGULATIONS, THE FOLLOWING SHALL BE
 SUBMITTED REGARDING THE RELOCATED
 HELIPAD:
  
 3A) COPY OF THE LATEST FAA/FDOT PERMIT
 FOR THE NEW HELIPAD LOCATION.
  
 3B) STATEMENT OF PROPOSED HOURS AND
 FREQUENCY OF USE.
  
 3C) DIAGRAM INDICATING THE PROPOSED
 FLIGHT PATHS WITHIN 1,000 FOOT RADIUS OF
 THE HELIPAD.
  
 4) PLEASE INCLUDE A COPY OF THE APPROVED
 TREE REMOVAL LICENSE WITH THE PERMIT
 APPLICATION.
  
 5) INDICATE THE HEIGHT OF THE FENCE/GATE
 LOCATED ON THE WEST SIDE OF THE "OPEN
 STORAGE AREA."ALSO, PLEASE PROVIDE
 DETAILS AS TO WHAT SCREENING WILL OCCUR
 (SLATS IN THE FENCE, ETC.).
  
 6) PROVIDE DETAILS AND/OR NOTES OF THE
 FENCE/WALL/ETC. SURROUNDING THE
 "CONTAINMENT AREA."ALSO, BE PROVIDE
 DETAILS AS TO WHAT WILL BE STORED IN
 THIS AREA.
  
 7) THE PLANT LIST SHALL INCLUDE A PLANT
 COUNT.PLEASE IDENTIFY THE SPECIES AS
 SHADE TREES, FLOWERING TREES, PALMS,
 SHRUBS, GROUNDCOVER, ETC.
  
 8) THE SITE PLAN, LANDSCAPE PLAN AND
 HORIZONTAL CONTROL PLAN DO NOT SHOW THE
 LOCATION OF THE LIFT STATION.THIS
 DRAMATICALLY INTERFERES WITH THE
 PROPOSED LANDSCAPING.
  
 9) PLEASE CLARIFY THE LOCATION OF THE
 "TYPICAL 6' HGIH SECURITY FENCE."
  
 10) THE BUILDING AND USE SQUARE FOOTAGES
 SHOWN ON THE SITE PLAN DO NOT MATCH THE
 FRONT SHEET OF THE ARHCITECTURAL
 DRAWINGS.THIS AFFECTS THE REQUIRED
 PARKING COUNT.
  
 QUESTIONS/COMMENTS, CONTACT JOHN ROACH,
 SENIOR PLANNER, AT (561) 822-1435.


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