Plan Review Details - Permit 06110868
Plan Review Stops For Permit 06110868
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2008-05-28 Cont ID  
Sent By mjacobs Date 2008-05-28 Time 09:44 Rev Time 0.00
Received By mjacobs Date 2008-05-28 Time 06:53 Sent To PC
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2007-06-19 Cont ID  
Sent By lmartine Date 2007-06-19 Time 09:12 Rev Time 0.00
Received By lmartine Date 2007-06-19 Time 09:12 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2007-06-11 Cont ID  
Sent By lmartine Date 2007-06-11 Time 15:10 Rev Time 0.00
Received By lmartine Date 2007-06-11 Time 15:10 Sent To  
Notes
2007-06-11 15:14:48THRESHOLD PLAN IS REQUIRED BEFORE PERMIT ISSUE
  
  
  
 L.MARTINEZ
 561-805-6710
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2007-06-08 Cont ID  
Sent By jwitmer Date 2007-06-08 Time 11:38 Rev Time 6.00
Received By jwitmer Date 2007-06-08 Time 11:38 Sent To FIRE
Notes
2007-06-08 11:46:18 
  
  
  
 *** ISSUED PERMIT***
 -PLAN REVIEW HISTORY-
  
 PERMIT# 06110868
 ADDRESS: 530 HIBISCUS ST. B-BLOCK ELEVATOR
 ADDITION S. W. CORNER
 CONT: CENTEX
 TELL # (561) 718-0359
  
 THE ATTACHED COMMENTS ARE PART OF THE
 PERMIT AND PLAN REVIEW PACKAGE AND ARE
 NOT TO BE REMOVED FROM THE ISSUED SET OF
 PLANS.106.1.1 ADMINISTRATIVE CODE/ 06.
  
 BUILDING PROVISO:
  
 1) AN ORIGINAL PERMIT APPLICATION WITH NOTIRIZED
 SIGNATURES BE BROUGHT IN BEFORE ISSUANCE.
  
 2) (3) ORIGINAL SIGNED AND SEALED THRESHOLD INSPECTION
 REPORTS BE BROUGHT TO THE BUILDING DEPARTMENT BEFORE
 ISSUANCE.
  
 3) THE THRESHOLD INSPECTOR MEET WITH HAROLD PISKURA AND
 SIGN THE THRESHOLD INSPECTOR FORMS.
  
 4) 109.3.10* IMPACT OF CONSTRUCTION.
 ALL CONSTRUCTION ACTIVITY REGULATED BY
 THIS CODE SHALL BE PERMORMED IN A MANNER
 SO AS NOT TO ADVERSELY IMPACT THE
 CONDITION OF ADJACENT PROPERTY, UNLESS
 SUCH ACTIVITY IS PERMITTED TO AFFECT
 SAID PROPERTY PURSUANT TO A CONSENT BY
 THE APPLICABLE PROPERTY OWNER, UNDER
 TERMS & CONDITIONS AGREEABLE TO THE
 APPLICABLE PROPERTY OWNER.THIS INCLUDES
 BUT IS NOT LIMITED TO THE CONTROL OF
 DUST, NOISE, WATER OR DRAINAGE RUN-OFF,
 DEBRIS, AND THE STORAGE OF CONSTRUCTION
 MATERIALS. NEW CONSTRUCTION ACTIVITY
 SHALL NOT ADVERSELY IMPACT HISTORIC
 SURFACE WATER DRAINAGE FLOWS SERVING
 ADJACENT PROPERTIES, & MAY REQUIRE
 SPECIAL DRAINAGE DESIGN COMPLYING WITH
 ENGINEERING STANDARDS TO PRESERVE THE
 POSITIVE PATTERNS OF THE AFFECTED SITES.
 ACCORDINGLY, DEVELOPERS, CONTRACTORS,
 AND OWNERS OF ALL NEW RESIDENTIAL
 DEVELOPMENT, INCLUDING ADDITIONS, POOLS,
 PATIOS, DRIVEWAYS, DECKS, OR SIMILAR
 ITEMS, ON EXISTING PROPERTIES RESULTING
 IN A DECREASE IN EXCESS OF 800SQ FT OF
 PERMEABLE LAND AREA ON ANY PARCELL SHALL
 AS A PERMIT CONDITION, PROVIDE A
 PROFESSIONALLY PREPARED DRAINAGE PLAN
 CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE
 IMPROVEMENT, A CERTIFICATE FROM A
 LICENSED ENGINEER SHALL BE SUBMITTED TO
 THE INSPECTOR IN ORDER TO RECEIVE
 APPROVAL OF THE FINAL INSPECTION.
  
 5) 109.3.10.1 HURICANE PROTECTION.
 IT SHALL BE UNLAWFUL FOR ANY PERSON TO
 ALLOW CONSTRUCTION RELATED MATERIALS
 EQUIPMENT AND DEBRIS TO REMAIN LOOSE OR
 OTHERWISE UNSECURED AT A CONSTRUCTION
 SITE FROM 24 HRS. AFTER A HURRICANE
 WATCH HAS BEEN ISSUED UNTIL THE
 HURRICANE WATCH OR WARNING HAS BEEN
 LIFTED. ALL SUCH CONSTRUCTION MATERIALS,
 EQUIPMENT AND DEBRIS SHALL BE EITHER
 REMOVED FROM THE CONSTRUCTION SITE OR
 SECURED IN SUCH A MANNER AS TO MINIMIZE
 THE DANGER OF SUCH CONSTRUCTION
 MATERIALS, EQUIPMENT AND DEBRIS CAUSING
 DAMAGE TO PERSONS OR PROPERTY FROM HIGH
 WINDS.
 ANY PERSONS WHO FAILS TO COMPLY TO
 REMOVE OR SECURE THE CONSTRUCTION
 MATERIALS EQUIPMENT AND DEBRIS WITHIN
 24 HRS AFTER A HURRICANE WATCH HAS BEEN
 ISSUED SHALL BE SUBJECT TO A FINE NOT TO
 EXCEED $500.00.
 IN ADDITION TO THE ABOVE, A LICENSED
 CONTRACTOR WHO VIOLATES THIS SECTION
 SHALL BE SUBJECT TO DISCIPLINE PURSUANT
 TO SECTION 113 OF THIS CHAPTER.
  
 BUILDING PLAN REVIEW II
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-04-10 Cont ID  
Sent By jwitmer Date 2007-04-10 Time 14:51 Rev Time 4.44
Received By jwitmer Date 2007-04-10 Time 14:50 Sent To FIRE
Notes
2007-04-10 14:54:40PERMIT: 06110868
 ADD: 530 HIBISCUS ST
 CONT: CENTEX CONSTRUCTION
 TEL: (561)478-0381
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 2NDREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS
 NOT ACTUALLY
 COMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3)SHEET A020NT CODE TOWER COMPLIANCE,
 (2)2ND REQUEST, THE PLANS INDICATE MINIMUM CONSTRUCTION
 TYPE: TYPE !-B FOR B-BLOCK PARKING GARAGE.
 PLEASE TAKE NOTE THAT THE RETAIL STORES OF "B" BLOCK
 AND THE "B" BLOCK
 PARKING GARAGE ARE CONSIDERED "ONE" SINGLE BUILDING.
 WHEN BUILT THE RETAIL
 SHOPS CAME IN UNDER ONE PERMIT AND THE PARKING GARAGE
 BEING AN ADDITION TO
 THE BASE BUILDING UNDER A SECOND PERMIT. THE KEY ISSUE
 ONE BUILDING VERSES
 TWO BUILDINGS IS WHERE THE ADDITION ADJOINS TO THE BASE
 BUILDING.
 THE CONNECTION BEING WIDER THAN 30 FEETMAKES THIS
 ONE BUILDING, SEE THE DEFINITION
 OF WALKWAY COVERED.
 PLEASE PROVIDE THE SQ. FOOTAGE FOR BOTH THE
 PARKING GARAGE AND THE RETAIL STORES
 (FOOTPRINT) THEN THE MINIMUM CONSTRUCTION TYPE WILL
 TRUELY BE ABLE TO BE DETERMINED.
 TABLE 503.
 PLEASE REVISE THE DEESCRIPTION OF WORK ON THE
 PERMIT
 APPLICATION O REFLECT THIS IS MORE THAN AN ADDITION TO
 JUST "B" PARKING FACILITY.
 THE ELIMINATION OF THE CANOPY DOES NOT ELIMINATE THIS
 ISSUE!!!!!!
  
 4 &5) COMPLIED.
  
 6) 2ND REQUEST, WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 7 & 8) COMPLIED.
  
 9A)SHEET A0.20NT INDICATES THE PROPERTY LINE TO BE
 9'-11" FROM THE BUILDING NOT OVER THE 10'-0" FOR
 UNLIMITED OPENINGS AS THE REPLY COMMENT INDICATES.
 TABLE 704.3 FOOTNOTE "C".
 THE PLACEMENT OF THE NEW PROPERTY LINE HAS CREATED A
 CODE VIOLATION .
  
 9B) COMPLIED.
  
 9C)(1) 2ND REQUEST, SHEET A-5.91NT ADDED THE ACCESSIBLE
 PARKING FOR THE FIRST FLOOR, BUT THERE IS NOW A NEW
 ISSUE WITH THE ONE DISSABLED PARKING SPACE IS FORCED TO
 WHEEL BEHIND THE FIRST NEWLY CREATED ACCESSIBLE SPACE.
 11-4.6.2(1) ACCESSIBLE ROUTE NO LESS THAN 44" SO THAT
 USERS WILL NOT BE COMPELLED TO WALK OR WHEEL BEHIND
 PARKED CARS.
 11-4.1.2(5) (B) VAN ACCESIBLE
 11-4.6.5 VERTICAL CLEARENCE
 11-4.6.2 LOCATION, SHORTEST ROUTE.
  
 9C)(2)SHEET A-5.93 NOW INDICATES AN ACCESSIBLE AISLE
 BUT THERE IS AN EXTERIOR STAIR IN THE ACCESSIBLE AISLE.
 PLANS DO NOT INDICATE ANY BARRIER COMPLYING WITH
 11-4.4.2 ALSO SEE FIGURE 8-C1.
  
 10) SHEET S0.02 DOES NOW HAVE THE POSITIVE AND NEGATIVE
 PRESSURES FOR LESS THAN 10SQ. FT. AND FOR GREATER THAN
 500 SQ. FT. PLEASE PROVIDE A BREAK DOWN ON OPENING
 SIZES 20 SQ FT,50 SQ FT AND 100 SQ FT.
  
 11)2ND REQUEST,A5.92NT ALSO INDICATES THE USE OF
 PRECAST CONCRETE CROWN MOLDS PLEASE PROVIDE THE
 ATTACHMENT METHOD. SEE 1406.2.2. WHAT I'M LOOKING FOR
 IS TYPE OF FASTENER, SPACING AND LOADS TO BE RESISTED
 AND THE SAFETY FACTOR.
  
 12)2ND REQUEST, PLEASE PROVIDE ADDITIONAL INFORMATION
 FOR THE NEW EXTERIOR STAIRS THAT LEAD TO THE ELEVATOR
 MACHINE ROOM AT THE TOP OF THE PARKING GARAGE. THE
 PLANS GIVE A PICTORIAL VIEW OF HOW THEY ARE TO APPEAR
 BUT THERE IS NO INFORMATION AS TO BUILD THEM. THEY ALSO
 ARE LACKING INFORMATION ON THE STRUCTURAL SHEETS, NO
 DIMENSIONS ON RISER HEIGHT, TREADS, LANDINGS NOR
 HANDRAIL OR GAURDRAILS, PLAN DO NOT PROVIDE ATTACHMENT
 CONNECTIONS WHAT CARRIES THE LANDINGS NOR COLUMN SIZES
 OR BASE PLATE AND ANCHORAGE.106.1.2 ADDITIONAL
 INFORMATION REQUIRED.
  
 13) COMPLIED.
  
 14A) COMPLIED.
  
 14B-14D) THE VARIOUS COMMENTS HAVE NOT BEEN ADDRESSED
 AND BY PULLING THE SHEET A5.81NT THE COMMENTS DO NOT GO
 AWAY. THE SUBMITTAL SHEET DATED MARCH 07/ 07 STILL
 INDICATES THE CANOPY WORK AS PART OF THIS PERMIT
 PACKAGE.
  
 14B) DETAIL# 2 INDICATES A SECTION OR DETAIL#(4) IS
 THIS AREA A ENCLOSED PART OF THE BUILDING OR IS THIS
 AREA A OPEN COURTYARD?
  
 14C) THE DETAIL# 5 INDICATES THE FRAMING MEMBERS
 REQUIRED FOR THE TRANSLUCENT POLYCARBONATE ROOF PANELS
 (NOA 05-11207.01), THIS DETAIL
 DOES NOT MATCH THE FRAMING MEMBERS OF HOW THIS SYSTEM
 WAS TESTED NOR SPANS WHICH THE SYSTEM WAS TESTED. THE
 SECOND ISSUE WITH THIS DETAIL IS NOTE# 3 INSTEAD OF
 USING ALUMINIUM FRAMING, HOW THE SYSTEM WAS TESTED
 THERE IS AN ALTERNATE FOR STEEL FRAMING IN THE PLANS
 THAT DOESN'T SHOW IN THE PRODUCT APPROVAL. PROVIDE
 FURTHER INFORMATION FOR RATIONAL ANYLSIS OR
 CALCULATIONS?
  
 14D) THENOA SUPPLIED IS BASICALLY THE FRAMEWORK FOR A
 SKYLIGHT, THE DESIGNER OF RECORD HASN'T PROVIDED HOW
 THIS UNIT IS TO BE ATTACHED TO EITHER
 THE THE EXISTING WALLS OR HOW THE HORIZONTAL AND
 VERTICAL FRAMING MEMBERS ARE TO BE ATTACHEDOR THE
 BOTTOM PLATE TO THE ALUMINIUM COLUMNS NOR
 THE BASE PLATE TO CONCRETE DECK? CONTINIOUS LOAD PATH,
 MOMENT OF OVERTURNING, MAIN WIND FORCE RESISTING
 SYSTEM.
  
 15) COMPLIED
  
 16) 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 C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2007-01-09 Cont ID  
Sent By jwitmer Date 2007-01-09 Time 08:21 Rev Time 3.33
Received By jwitmer Date 2007-01-09 Time 08:21 Sent To  
Notes
2007-01-09 09:48:36BUILDING PLAN REVIEW
 PERMIT: 06110868
 ADD: 530 HIBISCUS ST
 CONT: CENTEX CONSTRUCTION
 TEL: (561)478-0381
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1STREVIEW
 ACTION: DENIED
  
 1)--- VERY IMPORTANT STATEMENT ---
 PLEASE DO NOT IGNORE!
 WHEN RESUBMITTING PLANS PLEASE INDICATE
 THE REVISION & REMOVE & REPLACE ANY
 PAGES AS NECESSARY. A TRANSMITTAL LETTER
 LISTING THE ORIGINAL REVIEW COMMENT NUM-
 BER, WITH A DESCRIPTION OF THE REVISION
 MADE, IDENTIFYING THE SHEET OR SPECIFICA
 TION PAGE WHERE THE CHANGES CAN BE FOUND
 WILL HELP TO EXPEDITE YOUR PERMIT. THANK
 YOU FOR YOUR ANTICIPATED COOPERATION.
  
 2 ) FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED
 WITH THE CLERK OF THE COURT BEFORE A
 PERMIT WILL BE ISSUED. NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OF COMMENCEMENT IS
 NOT ACTUALLY
 COMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF, SUCH NOTICE IS NULL & VOID.
  
 3)SHEET A020NT CODE TOWER COMPLIANCE,
 (2) THE PLANS INDICATE MINIMUM CONSTRUCTION TYPE: TYPE
 !-B FOR B-BLOCK PARKING GARAGE.
 PLEASE TAKE NOTE THAT THE RETAIL STORES OF "B" BLOCK
 AND THE "B" BLOCK
 PARKING GARAGE ARE CONSIDERED "ONE" SINGLE BUILDING.
 WHEN BUILT THE RETAIL
 SHOPS CAME IN UNDER ONE PERMIT AND THE PARKING GARAGE
 BEING AN ADDITION TO
 THE BASE BUILDING UNDER A SECOND PERMIT. THE KEY ISSUE
 ONE BUILDING VERSES
 TWO BUILDINGS IS WHERE THE ADDITION ADJOINS TO THE BASE
 BUILDING.
 THE CONNECTION BEING WIDER THAN 30 FEETMAKES THIS
 ONE BUILDING, SEE THE DEFINITION
 OF WALKWAY COVERED.
 PLEASE PROVIDE THE SQ. FOOTAGE FOR BOTH THE
 PARKING GARAGE AND THE RETAIL STORES
 (FOOTPRINT) THEN THE MINIMUM CONSTRUCTION TYPE WILL
 TRUELY BE ABLE TO BE DETERMINED.
 TABLE 503.
 PLEASE REVISE THE DEESCRIPTION OF WORK ON THE
 PERMIT
 APPLICATION O REFLECT THIS IS MORE THAN AN ADDITION TO
 JUST "B" PARKING FACILITY.
  
 4)THIS ADDITION OF THE ELEVATOR TOWER AND THE COVERED
 WALKWAY ARE CONSIDERD ADDITIONS TO
 A EXISTING THRESHOLD BUILDING REQUIRING (3) SETS OF
 PLANS, REPORTS AND ALL SUBMITTALS. 106.1.2*.
  
 5)FL S. S. 553.71(7) " THRESHOLD
 BUILDING" MEANING ANY BUILDING WHICH IS
 GREATER THAN (3) STORIES OR 50 FT IN
 HEIGHT, OR WHICH HAS AN ASSEMBLY OCCUPAN
 CY CLASSIFICATION AS DEINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS
 5,000 SQ FT IN AREA AND AN OCCUPANT
 CONTENT OF GREATER THAN 500 PERSONS.
 105.13.1 THE ENFORCING AGENCY SHALL
 REQUIRE A SPECIAL INSPECTOR TO PERFORM
 STRUCTURAL INSPECTIONS ON A THRESHOLD
 BUILDING PURSUANT TO A STRUCTURAL
 INSPECTION PLAN PREPARED BY THE
 ENGINEER OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO THE
 ENFORCING AGENCY PRIOR TO THE ISSUANCE
 OF A BUILDING PERMIT FOR THE
 CONSTRUCTION OF A THRESHOLD BUILDING.
 THE PURPOSE OF THE STRUCTURL INSPECTION
 PLAN IS TO PROVIDE SPECIFIC INSPECTION
 PROCEDURES AND SCHEDULES SO THAT THE
 BUILDING CAN BE ADEQUATELY INSPECTED FORCOMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 6)WPB AMENDMENT 105.13.6. W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT
 REQUEST FOR THRESHOLD BUILDINGS A
 SPECIAL INSPECTOR AS REQUIRED BY S.
 553.79(5) FLORIDA STATUTES TO THE MIN-
 IMUM INSPECTIONS REQUIRED BY THIS CODE.
 CONTACT HAROLD PISKURA MANAGER OF THE
 SPECIAL INSPECTOR PROGRAM AT (561)
 805-6711 FOR FURTHER INFORMATION BEFORE
 THE PERMIT MAY BE ISSUED.
  
 7)W.P.B. AMENDMENT 105.13.4.4 ALL
 PLANS FOR THE BUILDING WHICH ARE
 REQUIRED TO BE SIGNED AND SEALED BY THE
 ARCHITECT OR ENGINEER OF RECORD CON-
 TAIN A STATEMENT THAT, TO THE BEST OF
 THE ARCHITECT'S PR ENGINEER'S KNOWLEDGE,
 THE PLANS AND SPECIFICATIONS COMPLY WITH
 THE APPLICABLE FIRE-SAFETY STANDARDS AS
 DETERMINED BY THE LOCAL AUTHORITY IN
 ACCORDANCE WITH THIS SECTION AND 633
 FLORIDA STATUTE.
  
 8)FL BLD CODE 1804.2.2 QUESTIONABLE
 SOILS, WHERE THE BEARING CAPACITY IS
 NOT DEFINETLY KNOWN OR IS IN QUESTION.
 WHERE THE BEARING CAPACITY OF THE SOIL
 IS NOT DEFINITLY KNOWN OR IS IN QUESTION
 THE BUILDING OFFICIAL MAY REQUIRE EXPLOR-
 ATIONS, TEST OR OTHER ADEQUATE PROOF AS
 TO THE PERMISSIBLE SAFE BEARING
 CAPACITY. REQUIRED TEST AND RECOMMENDA-
 TIONS SUBMITTED TO VERIFY BEARING CAPA-
 CITY SHALL BE CERTIFIED BY A GEOTECH-
 NICAL REPORT FROM A DESIGN PROFESSIONAL
 PROPERLY LICENSED IN THE STATE OF
 FLORIDA.
  
 9) 106.3.5*MINIMUM PLAN CRITERIA FOR BUILDINGS
  
 9A) 106.3.5.1 .1(1)SITE PLAN LOCATION OF BUILDING AND
 ADDITION POSITIONED ON LOT.
  
 9B) 106.3.5.1.1(8) WIND REQUIREMENTS
 2004 FL. BLD CODE 1603.1.4
 THE FOLLOWING INFORMATION RELATED TO WIND
 SHALL BE SHOWN ON THE CONSTRUCTION
 DRAWINGS,
 1)- BASIC WIND SPEED, MPH
 2)- WIND IMPORTANCE FACTOR, & BUILDING
 CATEGORY
 3)- WIND EXPOSURE
 4)- INTERNAL PRESSURE COEFFICIENT,
 5)- COMPONENTS & CLADDING, THE DESIGN
 WIND PRESSURES IN TERMS OF PSF.
  
 9C) 106.3.5.1.1(10) SITE REQUIREMENTS, ACCESSIBLE
 PARKING @NEW ELEVATOR.SHEET A5.91NT DETAIL# 2
 GROUND FLOOR. THIS DETAIL INDICATES ELEVATORS 10 & 11 A
 VESTIBULE AND A DOUBLE DOOR EGRESS & EXIT, THERE IS NO
 COMMUNICATION WITH THE "B" BLOCK PARKING GARAGE
 INDICATING THE PROPOSED PARKING LAYOUT FOR ACCESSIBLE
 PARKING, VAN ACCESSIBLE PARKING AND HOW THE DISSABLED
 WILL GAIN ENTRY TO THE NEW ELEVATOR TOWER WITHOUT BEING
 FORCED TO TRAVEL BEIND PARKED CARS.
 11-4.1.2(5) (B) VAN ACCESIBLE
 11-4.6.5 VERTICAL CLEARENCE
 11-4.6.2 LOCATION, SHORTEST ROUTE.
 11-4.6.2(1) ACCESSIBLE ROUTE NO LESS
 THAN 44" SO THAT USERS WILL NOT BE
 COMPELLED TO WALK OR WHEEL BEHIND PARKED CARS.
 11-4.3.2(1) ACCESSIBLE ROUTE, WILL A CURB CUT BE
 NECESSARY TO CROSS THE DRIVE TO THE TOWER DIRECTLY TO
 THE SOUTH?
 DETAIL 1& 2 ARE NOT CLEAR AS TO THE TRANSITION?
  
 10)A5.92NT ELEVATOR ELEVATIONS: THE ELEVATION NOR DO
 THE PROVIDED
 STRUCTURAL SHEETS PROVIDE THE POSITIVE AND NEGATIVE
 PRESSURES THAT WILL OCCUR
 ON THIS STRUCTURE, NOR ARE THE END ZONES INDICATED.
 PLEASE PROVIDE THIS
 INFORMATION, THE PRODUCT APPROVALS SUBMITTED CAN NOT BE
 EVALUATED
 WITHOUT THIS INFORMATION AT THIS TIME.I BELIEVE
 THERE WAS A WIND TUNNEL TEST
 PLEASE PROVIDE (3) SIGNED AND SEALED DOCUMENTS.
 1609.1.1 DETERMINATION OF WIND LOADS.
  
 11) A5.92NT ALSO INDICATES THE USE OF PRECAST CONCRETE
 CROWN
 MOLDS PLEASE PROVIDE THE ATTACHMENT METHOD.
 SEE SECTION 1406.2.2.
  
 12)SHEET A5.92NT PROVIDES THE ONLY SIDEVIEW
 INFORMATION FOR THE
 NEW EXTERIOR STAIRS, THE PLANS FAIL TO PROVIDE DETAILS
 FOR STAIRS,LANDINGS AND GAURDRAIL SYSTEMS.SECTION
 1009 & 1012.
  
 13) SHEET A5.91NT DETAIL# 6 ELEVATOR ROOM ROOF PLAN
 INDICATES
 ONLY ONE THROUGH THE WALL SCUPPER FOR ROOF DRAINAGE,
 PLANS ARE
 MISSING AN EMERGENCY OVERFLOW SCUPPERS.DETAIL # 3 OF
 THE SAME SHEET
 (ELECTRICAL ROOM) HAS THE SAME ISSUE. SEE 1503.4.3.
 1503.4.3
 WHEN OTHER MEANS OF DRAINAGE OF OVERFLOW WATER IS NOT
 PROVIDED, OVERFLOW SCUPPERS SHALL BE PLACED IN WALLS OR
 PARAPETS NOT LESS THAN 2 INCHES (51 MM) NOR MORE THAN 4
 INCHES (102 MM) ABOVE THE FINISHED ROOF COVERING AND
 SHALL BE LOCATED AS CLOSE AS PRACTICAL TO REQUIRED
 VERTICAL LEADERS OR DOWNSPOUTS OR WALL AND PARAPET
 SCUPPERS. AN OVERFLOW SCUPPER SHALL BE SIZED IN
 ACCORDANCE WITH THE FLORIDA BUILDING CODE, PLUMBING.
  
 14)SHEET A5.81NT :
 14A) DETAIL# 2 INDICATES A SECTION OR DETAIL# (6) BUT
 THERE IS NO DETAIL# (6), THIS APPEARS TO BE A MISSPRINT
 DETAIL# (7)..
 14B) DETAIL# 2 INDICATES A SECTION OR DETAIL#(4) IS
 THIS AREA A ENCLOSED PART OF THE BUILDING OR IS THIS
 AREA A OPEN COURTYARD?
 14C) THE DETAIL# 5 INDICATES THE FRAMING MEMBERS
 REQUIRED FOR THE TRANSLUCENT POLYCARBONATE ROOF PANELS
 (NOA 05-11207.01), THIS DETAIL
 DOES NOT MATCH THE FRAMING MEMBERS OF HOW THIS SYSTEM
 WAS TESTED NOR SPANS WHICH THE SYSTEM WAS TESTED. THE
 SECOND ISSUE WITH THIS DETAIL IS NOTE# 3 INSTEAD OF
 USING ALUMINIUM FRAMING, HOW THE SYSTEM WAS TESTED
 THERE IS AN ALTERNATE FOR STEEL FRAMING IN THE PLANS
 THAT DOESN'T SHOW IN THE PRODUCT APPROVAL. PROVIDE
 FURTHER INFORMATION FOR RATIONAL ANYLSIS OR
 CALCULATIONS?
 14D) THENOA SUPPLIED IS BASICALLY THE FRAMEWORK FOR A
 SKYLIGHT, THE DESIGNER OF RECORD HASN'T PROVIDED HOW
 THIS UNIT IS TO BE ATTACHED TO EITHER
 THE THE EXISTING WALLS OR HOW THE HORIZONTAL AND
 VERTICAL FRAMING MEMBERS ARE TO BE ATTACHEDOR THE
 BOTTOM PLATE TO THE ALUMINIUM COLUMNS NOR
 THE BASE PLATE TO CONCRETE DECK? CONTINIOUS LOAD PATH,
 MOMENT OF OVERTURNING, MAIN WIND FORCE RESISTING
 SYSTEM.
  
 15) THE ROOFING REPORT SUBMITTED FOR MODIFIED INDICATES
 A MAXIMUM DESIGN PRESSURE OF -105, WITHOUT THE WIND
 TUNNEL TEST AND THE PRESSURE ZONES LISTED FOR THIS
 BUILDING WE WOULD BE GUESSING ON THE PRESSURES!
  
 16) SINCE THIS IS AN ADDITION, PLANS NEED TO BE
 REVIEWED FOR IMPACT FEE ASSESSMENT.
 BEFORE A PERMIT TO CONSTRUCT CAN BE
 ISSUED, IMPACT FEES MUST BE PAID TO PALM
 BEACH CO.,THE PERMIT PLANS STAMPED BY
 THEM AND THE RECEIPT ATTACHED TO THE
 PERMIT APPLICATION.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop E ELECTRICAL
Rev No 8 Status F Date 2008-06-16 Cont ID  
Sent By dpalmer Date 2008-06-16 Time 08:09 Rev Time 0.00
Received By dpalmer Date 2008-06-16 Time 08:09 Sent To PC
Notes
2008-06-16 08:10:09** DENIEDREVISION #7 **
 CAME IN AFTER REV #8
  
 1) NOTE: THE PERMIT HAS BEEN CLOSED. NO REVISIONS ARE
 TO BE DONE.
  
 2) NOTE: PLANS DID NOT CONTAIN CITY PLACE STAMP AS
 REQUIRED.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 7 Status F Date 2008-06-16 Cont ID  
Sent By dpalmer Date 2008-06-16 Time 08:08 Rev Time 0.00
Received By dpalmer Date 2008-06-16 Time 08:08 Sent To PC
Notes
2008-06-16 08:09:23** DENIEDREVISION #8 **
  
 1) NOTE: THE PERMIT HAS BEEN CLOSED. NO REVISIONS ARE
 TO BE DONE.
  
 2) NOTE: PLANS DID NOT CONTAIN CITY PLACE STAMP AS
 REQUIRED.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPARTMENT
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 6 Status P Date 2008-05-19 Cont ID  
Sent By dpalmer Date 2008-05-19 Time 08:56 Rev Time 0.00
Received By dpalmer Date 2008-05-19 Time 08:56 Sent To  
Notes
2008-05-19 08:57:09PLANS WERE PICKED UP TO HAVE CITY PLACE STAMP PLACED ON
 ALL SHEETS.
 ONE COPY OF ELEC PLANS NEED TO BE RETAINED FOR FILE
 ONCE FIRE REVIEW IS COMPLETED AND IS OK.
Review Stop E ELECTRICAL
Rev No 5 Status F Date 2008-05-02 Cont ID  
Sent By dpalmer Date 2008-05-02 Time 08:47 Rev Time 0.00
Received By dpalmer Date 2008-05-02 Time 08:47 Sent To  
Notes
2008-05-02 08:47:37** DENIED **
  
 1) NOTE: PLEASE SEE NOTE #4 FROM PREVIOUS REVIEW AS THE
 PLANS SHALL CONTAIN THE CITY PLACE MANAGEMENT STAMP.
 THIS IS A REQUIREMENT OF CITY PLACE MANG.
  
 ** THIS OFFICE EXPRESSES THAT IF THERE ARE ANY
 COMMENTS, QUESTIONS OR CLARIFICATION NEEDED TO PLEASE
 DO NOT HESITATE IN CONTACTING THIS OFFICE.
 PLEASE SEE BELOW FOR CONTACT INFORMATION.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 4 Status F Date 2008-03-12 Cont ID  
Sent By dpalmer Date 2008-03-12 Time 19:24 Rev Time 0.00
Received By dpalmer Date 2008-03-12 Time 19:24 Sent To PC
Notes
2008-03-12 19:24:50** DENIEDREVIEW **
  
 1) NOTE: PLEASE SUBMIT COMPLETED REVISED PLANS SHOWING
 ALL ITEMS WHICH HAVE NOW BEEN CHANGED SINCE PERMITTED
 SET OF PLANS WERE ISSUED.
 PLEASE SEE ONE EXAMPLE IS THE DOORS ON THE GROUND LEVEL
 ELEVATOR VESTIBULE.
 PLEASE BE SURE TO SUBMIT OTHER PLANS ACCORDINGLY. FBC
 106.1, 106.1.2, 106.3.5.1.2
  
 2) NOTE: PLEASE SUBMIT PLANS WHICH INDICATE THE
 CIRCUITING FOR ALL NEW LIGHTING NOW BEING SHOWN. PLEASE
 SUBMIT REVISED PANEL SCHEDULES AND LOCATIONS OF
 CIRCUITS.
 240.4, 310.16, 408.4 ETC
 FBC 106.3.5.1.2, 106.1.2
  
 3) NOTE: PLEASE PROVIDE LIGHTING PERFORMANCE LEVELS FOR
 AREAS FOR WHICH NEW LIGHTS ARE BEING ADDED.
 PLEASE SEE 13-415.2.ABC.1.3, 13-415.2.
  
 4) NOTE: PLEASE OBTAIN CITY PLACE STAMP ON PLANS AS
 THIS IS PART OF THE CITY PLACE MANAGMENT REQUIRED.
  
 ** THIS OFFICE EXPRESSES THAT IF THERE ARE ANY
 COMMENTS, QUESTIONS OR CLARIFICATION NEEDED TO PLEASE
 DO NOT HESITATE IN CONTACTING THIS OFFICE.
 PLEASE SEE BELOW FOR CONTACT INFORMATION.
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE PICKED UP FOR
 CORRECTIONS, PLEASE BE SURE TO COMPLETELY REMOVE ALL
 OLD/VOIDED SHEETS AND ONLY INSERT NEW REVISED SHEETS
 INTO TWO COMPLETE SETS FOR REVIEW AND STAMPING. DO NOT
 LEAVE ANY OLD/VOIDED SHEETS IN SETS.
 PLEASE DO NOT ATTACH SUPPORTING DOCUMENTS TO PLANS. ANY
 ADDITIONAL DOCUMENTATION SUCH AS PRODUCT APPROVALS,
 SPEC/CUT SHEETS, CALCULATIONS ETC SHOULD BE PLACED INTO
 TWO SETS/FOLDERS/BINDERS ETC.
 PLEASE KNOW ONLY ONE SET OF THE OLD/VOIDED SHEETS
 SHOULD BE SUBMITTED FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND AVOID ANY
 DELAYS.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW II
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-06-07 Cont ID  
Sent By dpalmer Date 2007-06-07 Time 09:25 Rev Time 0.00
Received By dpalmer Date 2007-06-07 Time 08:04 Sent To  
Notes
2007-06-07 09:27:04REVISED THREE ELECTRICAL SHEETS WITH CHANGES.
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2007-03-18 Cont ID  
Sent By dpalmer Date 2007-03-18 Time 11:37 Rev Time 0.00
Received By dpalmer Date 2007-03-18 Time 10:39 Sent To  
Notes
2007-03-18 11:37:35STAMPED.
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2006-12-21 Cont ID  
Sent By dpalmer Date 2006-12-21 Time 10:20 Rev Time 0.00
Received By dpalmer Date 2006-12-20 Time 19:05 Sent To  
Notes
2006-12-21 10:22:12** UNSAT **
  
 NORTH ELEVATOR TOWER AND HALLWAY LIGHTING.
  
 ** PLEASE SEE NOTES BELOW. PLEASE SEE THAT AS SOME
 INFORMATION ON PLANS IS NOT COMPLETE AT THIS TIME,
 REVIEW SOME ITEMS FOR CODE COMPLIANCE CAN NOT BE DONE.
  
 1) NOTE: PLEASE SHOW THE TRANSFORMER, SIZE ETC TO
 VERIFY OVER CURRENT PROTECTION ETC.
 PLEASE SEE MISSING CONDUCTORS FROM DP TO TRANSFORMER.
 SEE OTHER COMMENTS.
 106.1.2 FBC ADMIN SECTION.
 310.16, 240.4, 450.3 ETC.
  
 2) NOTE: PLEASE SUBMIT THE COMPLETE PANEL SCHEDULE FOR
 THE MAIN DISTRIBUTION PANEL. PLEASE SEE AS SOME
 CIRCUITS ARE SHOWN ON PLANS, THE LOAD, OVER CURRENT
 PROTECTION AND CONDUCTOR SIZES CAN NOT BE VERIFIED AT
 THIS TIME.
 240.4, 310.16, 408.4 ETC.
 FBC ADMIN SECTION 106.1.2, 106.3.5.1.2
  
 3) NOTE: PLEASE CORRELATE CIRCUITING ON PLANS WITH THAT
 OF THE SUBMITTED PANEL SCHEDULE AND THE PANEL SCHEDULE
 FOR DP TO BE SUBMITTED.
 PLEASE SEE CIRCUIT(S) SHOWN TO A PANEL "DP1N"?
 408.4,
 FBC 106.1.2,ETC
  
 4) NOTE: PLEASE SHOW THE GROUNDING ELECTRODE ATTACHMENT
 POINTS FOR THE NEW SERVICE PER 250.50.
 NEW FOOTING STEEL, EXISTING BUILDINGS GROUNDING
 ELECTRODE SYSTEM(AS NOTED ) FIRE SPRINKLER ETC.
  
 5) NOTE: PLEASE INDICATE THE ATTACHMENT LOCATION FOR
 THE NEW TRANSFORMER PER 250.20, 250.30 AND 250.50
  
 6) NOTE: PLEASE PLACE NOTE ON SITE PLANS ALONG WITH
 NOTE WHICH STATES THAT THE OLD CONDUIT FROM FPL IS
 BEING ABANDONED WHICH ALSO STATES ALL OLD, SEC'S SHALL
 BE REMOVED.
 FBC 106.1.2
  
 7) NOTE: PLEASE INDICATE ALL CONDUCTORS AND CONDUIT
 SIZES FROM THE NEW DP TO THE EXISTING SERVICE WHICH IS
 BEING RE-FED.
 PLEASE INDICATE THE NEW EQUIPMENT GROUNDING CONDUCTOR
 SIZE ALSO AS THIS/THESE CONDUITS ARE NOW AFTER THE
 FIRST MEANS OF DISCONNECT.
 250.6, 250.24B, 250.122.
  
 8) NOTE: PLEASE SEE PLANS ARE NOTING ON THE
 ARCHITECTURAL AND ELECTRICAL PLANS THAT THE CANOPY IS
 PART OF THIS PERMIT AND BEING FED FROM THIS ELECTRICAL
 SERVICE. PLEASE SEE THIS CANOPY IS PART OF THE MAIN
 BUILDING FOR 525 OKEECHOBEE WHICH IS NOT PART OF THIS
 LEGAL PERMIT APPLICATION.
 PLEASE ADJUST PLANS ACCORDINGLY AND PLEASE SEE BUILDING
 REVIEW COMMENTS.
 TABLE 603 OF THE FBC AND NEC FOR ELECTRICAL SYSTEMS
 FROM SEPARATE SERVICES AND BUILDINGS WHICH MAY NOT
 CROSS. 230.2
  
 9) NOTE: PLEASE PROVIDE COLOR CODING FOR 277/480V
 SYSTEM CONDUCTORS WHICH ARE EXISTING IN BUILDING ALSO.
 BROWN/PURPLE/YELLOW
  
 10) NOTE: PLEASE PROVIDE PHOTO-METRICS FOR NEW HALLWAY
 FOR LIGHTING UNDER NORMAL AND EMERGENCY CONDITIONS.
 PLEASE SEE NFPA-101 2003 7.8 AND 7.9
  
 11) NOTE: PLEASE SEE LIGHTING WHICH SEEMS TO BE SHOWN
 OUTSIDE OF THE NEW PROPOSED CLOSED IN HALLWAY. AN
 ELEVATION/DETAIL WAS ATTEMPTED TO BE LOCATED SHOWING
 THIS AS IT IS UNCLEAR IF THESE NEW FIXTURES ARE BEING
 INSTALLED ABOVE PARKING SPACES?
 PLEASE SEE BUILDING REVIEW FOR POSSIBLE COMMENTS WITH
 RESPECT TO ANY DOOR SWINGS INTO EGRESS PATHS. PLEASE
 SEE SOME DOORS CLEARLY DO NOT SHOW THE FULL SWING OF
 180 DEGREES AND MAY OR MAY NOT AFFECT EGRESS PATH.
 THIS IS ONLY BEING NOTED BY THIS REVIEWER AT THIS
 TIME.
  
 12) NOTE: PLEASE SEE THE "S" /STRUCTURAL SHEETS CONTAIN
 A "RUBBERSTAMP" FOR THE REQUIRED ORIGINAL SIGNATURE FOR
 THE ENGINEER OF RECORD. PLEASE KNOW THIS COMMENT HAS
 BEEN MADE ON MORE THAN TWO REVIEWS BEFORE THESE PLANS
 WERE DATED AND SUBMITTED. THIS COMMENT IS THAT THE
 ENGINEER MAY NOT AND SHALL NOT USE A RUBBER-STAMP IN
 LIEU OF THE REQUIRED ORIGINAL SIGNATURE. THIS HAS BEEN
 CONFIRMED WITH THE STATE OF FLORIDA BOARD OF ENGINEERS
 AND AT REQUEST OF THE BOARD OF ENGINEERS PLANS ARE
 BEING RETAINED AND WILL BE PLACED WITH OTHER PLANS
 WHICHWERE RETAINED FROM PREVIOUS SUBMITTED PLANS
 WHICH ALSO CONTAINED THE RUBBER-STAMP FOR SAID
 SIGNATURE.
 PLEASE KNOW THIS OFFICE HAS GIVEN MORE THAN SUFFICIENT
 INFORMATION AND NOTICE BASED ON THE REQUIREMENTS OF THE
 FLORIDA STATUTES AND FLORIDA ADMINISTRATIVE CODE.
 FS471.025 AND FAC 61G15-23.002
  
 13) NOTE: PLEASE SEE FEEDERS FROM THE DP TO THE
 ELEVATORS. PLEASE SEE THE CONDUCTORS SHOWN ARE RATED AT
 85A'S PER 310.16 AND 110.14 AND THE MAIN OVER CURRENT
 PROTECTION IS 200A'S? PLEASE SEE THE TERMINATION INTO
 THE ELEVATOR DISCONNECT IS INTO 110A OCP WHICH IS OK
 FOR MOTOR LOADS HOWEVER NOT ENOUGH INFORMATION FOR
 MOTORS, AND TYPE OF OCP IS PROVIDED IN ORDER TO REVIEW
 FOR CORRECT SIZING OF SAID CONDUCTORS AND OCP DEVICES.
 240.4
 FBC 106.1.2
  
  
 * ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 ** PLEASE BE SURE TO CALL IF THERE ARE ANY QUESTIONS OR
 COMMENTS WITH RESPECT TO THE TYPED COMMENTS ABOVE. IF
 THERE ARE ANY COMMENTS WHICH ARE NOT CLEAR IN ANY WAY,
 NOT UNDERSTOOD OR NOT TYPED IN A CLEAR MANOR, PLEASE DO
 NOT HESITATE IN CONTACTING THIS OFFICE AND THIS
 REVIEWER.
  
  
  
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
Review Stop FIRE FIRE DEPARTMENT
Rev No 5 Status P Date 2008-05-24 Cont ID  
Sent By mawillia Date 2008-05-24 Time 20:00 Rev Time 0.00
Received By mawillia Date 2008-05-24 Time 19:42 Sent To  
Notes
2008-05-24 19:54:24*****REVISION #6, DATED 4/10/08, APPROVED*****
  
  
 REVIEWED REVISED SHEETS A0.21NT, A5.91NT, A5.93NT,
 E0.02NT, E3.01NT, E3.02NT;REVISED PLAN SHEET
 E2.01NTSTAMPED, INITIALED, AND DATED.
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 4 Status P Date 2008-04-03 Cont ID  
Sent By mwennerg Date 2008-04-03 Time 15:03 Rev Time 0.00
Received By mwennerg Date 2008-04-03 Time 15:03 Sent To  
Notes
2008-04-03 15:04:35REVISED SHEETS FA2.00 NT, FP2.00 NT
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-06-08 Cont ID  
Sent By mawillia Date 2007-06-08 Time 17:08 Rev Time 0.00
Received By mawillia Date 2007-06-08 Time 16:09 Sent To  
Notes
2007-06-08 16:45:27*****APPROVED*****
  
  
 ALL COMMENTS FROM PREVIOUS FIRE REVIEWS HAVE BEEN
 ADDRESSED:PLAN SHEETS A10.01NT, E2.01NT, FA2.00NT,
 FP2.00NT WERE STAMPED, INITIALED, SIGNED.
  
  
  
  
  
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-04-16 Cont ID  
Sent By mawillia Date 2007-04-16 Time 17:22 Rev Time 0.00
Received By mawillia Date 2007-04-16 Time 16:25 Sent To  
Notes
2007-04-16 17:18:34*****UNSAT*****
 THE FOLLOWING COMMENTS FROM THE PREVIOUS FIRE PLAN
 REVIEW STILL NEED TO BE ADDRESSED:
  
 2.THE DEMOLITION OF EXISTING AND/OR THE STOCKING OF
 NEW BUILDING MATERIALS & SUPPLIES SHALL NOT INTERFERE
 OR HINDER WITH ACCESS TO OR EXIT FROM THE STRUCTURE, OR
 THE VICINITY OF THE STRUCTURE (INCLUDING FIRE
 DAPARTMENT CONNECTIONS, FIRE HYDRANTS, AND FIRE LANES).
 ADD COMMENT TO AN APPROPIATEPLAN SHEET
  
 3.WHERE THE BUILDING IS PROTECTED BY FIRE PROTECTION
 SYSTEMS, SYSTEMS SHALL REMAIN OPERATIONAL AT ALL TIMES
 DURING THE SCOPE OF WORK.WPBFR SHALL BE NOTIFIED
 IF/WHEN FIRE PROTECTION SYSTEM IS SHUT DOWN AND WHEN IT
 IS RETURNED TO SERVICE DUE TO THE SCOPE OF THE WORK.
 ADD COMMENT TO AN APPROPIATE PLAN SHEET
  
 6.DOES THE PROPOSED PEDESTRIAN BRIDGE PLANNED TO
 PROVIDE ANY EXITING FROM THE BUILDING?IF EXITING IS
 PLANNED, PROVIDE EXIT SIGN AND EMERGENCY LIGHTING. EXIT
 LIGHTS WERE NOTED AS PER YOUR RESPONSE LETTER, HOWEVER
 BETTER CLARITY IS NEEDED TO VERIFY THE LOCATION OF
 EMERGENCY LIGHTING ( AHA DRAWINGS?).
  
  
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED ON
 THE PLANS
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2007-02-09 Cont ID  
Sent By mawillia Date 2007-02-09 Time 13:02 Rev Time 0.00
Received By mawillia Date 2007-02-03 Time 17:25 Sent To  
Notes
2007-02-09 13:13:14*****DENIED*****
  
  
 1.THE COMPLETE AND/OR ACTUAL ADDRESS OF WHERE THE
 SCOPE OF THE WORK WILL BE CONDUCTED SHALL BE IN THE
 TITLE BLODK OF EACH SUBMITTED PLAN SHEET.
  
 2.THE DEMOLITION OF EXISTING AND/OR THE STOCKING OF
 NEW BUILDING MATERIALS & SUPPLIES SHALL NOT INTERFERE
 OR HINDER WITH ACCESS TO OR EXIT FROM THE STRUCTURE, OR
 THE VICINITY OF THE STRUCTURE (INCLUDING FIRE
 DAPARTMENT CONNECTIONS, FIRE HYDRANTS, AND FIRE
 LANES).
  
 3.WHERE THE BUILDING IS PROTECTED BY FIRE PROTECTION
 SYSTEMS, SYSTEMS SHALL REMAIN OPERATIONAL AT ALL TIMES
 DURING THE SCOPE OF WORK.WPBFR SHALL BE NOTIFIED
 IF/WHEN FIRE PROTECTION SYSTEM IS SHUT DOWN AND WHEN IT
 IS RETURNED TO SERVICE DUE TO THE SCOPE OF THE WORK.
  
 4.ON SHEETS FA0.01 AND FP0.01NT CORRECT VERBAGE FOR
 FIRE PROTECTION NOTES AS FOLLOWS:NFPA 1 2003, THE
 UNIFORM FIRE CODE; NFPA 14 2003 EDITION; NFPA 20 1999
 EDITION; NFPA 101 2003 EDITION (INCLUDING CHAPTER 11-
 HIGH RISE BUILDINGS) THE LIFE SAFETY CODE; FLORIDA FIRE
 PREVENTION CODE 2004 EDITION.
  
 5.PLEASE EXPLAIN WHY THE DOORS AS SEEN ON SHEETS
 A5.81NT-#1,A5.91NT-#2, ANDE2.01NT-#2SWING
 OPPOSITE THE DIRECTION OF EGRESS TRAVEL.
  
 6.DOES THE PROPOSED PEDESTRIAN BRIDGE PLANNED TO
 PROVIDE ANY EXITING FROM THE BUILDING?IF EXITING IS
 PLANNED, PROVIDE EXIT SIGN AND EMERGENCY LIGHTING.
  
 7.PROVIDE A LIFE SAFETY PLAN SHEET WHICH INDICATES
 THE TRAVEL DISTANCE TO THE EXIT(S).ALSO ON THIS
 SHEET, INDICATE THE LOCATION OF THE FIRE
 EXTINGUISHER(S) AT DISTANCES TO SATISFY THE 75' TRAVEL
 DISTANCE REQUIREMENT.
  
 8.DOES THE PROPOSED PEDESTRIAN BRIDGE RUN ACROSS A
 STREET OR ROAD?IF SO, THE PROPOSED HEIGHT OF THE
 LOWEST PORTION OF THE BRIDGE FROM THE FINISHED GRADE OF
 THE STREET OR ROAD.FIRE RESCUE ACCESS IS REQUIRED
 BELOW A STREET/ROAD BRIDGE.
  
  
 TO EXPEDITE THE PLAN REVIEW PROCESS, INCLUDE A RESPONSE
 LETTER INDICATING HOW/WHERE EACH ITEM WAS ADDRESSED ON
 THE PLANS
  
  
 CAPT. MICHAEL A. WILLIAMS
 FIRE PLAN REVIEW
 561-805-6722
  
  
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2008-05-23 Cont ID  
Sent By adarroug Date 2008-05-23 Time 14:05 Rev Time 0.00
Received By adarroug Date 2008-05-23 Time 14:05 Sent To E
Notes
2008-05-23 14:05:59TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2008-05-21 Cont ID  
Sent By adarroug Date 2008-05-21 Time 11:43 Rev Time 0.00
Received By adarroug Date 2008-05-21 Time 11:42 Sent To E
Notes
2008-05-21 11:43:18TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2008-05-15 Cont ID  
Sent By adarroug Date 2008-05-15 Time 11:53 Rev Time 0.00
Received By adarroug Date 2008-05-15 Time 11:53 Sent To M
Notes
2008-05-15 11:53:16TO "M" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2008-04-25 Cont ID  
Sent By adarroug Date 2008-04-25 Time 10:04 Rev Time 0.00
Received By adarroug Date 2008-04-25 Time 10:04 Sent To  
Notes
2008-04-25 10:06:45TO "COMM" BD#55
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2008-03-21 Cont ID  
Sent By adarroug Date 2008-03-21 Time 09:45 Rev Time 0.00
Received By adarroug Date 2008-03-21 Time 09:45 Sent To FIRE
Notes
2008-03-21 09:46:27TO "F" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2008-03-10 Cont ID  
Sent By adarroug Date 2008-03-10 Time 11:43 Rev Time 0.00
Received By adarroug Date 2008-03-10 Time 11:43 Sent To E
Notes
2008-03-10 11:44:39TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-05-16 Cont ID  
Sent By adarroug Date 2007-05-16 Time 08:50 Rev Time 0.00
Received By adarroug Date 2007-05-16 Time 08:50 Sent To  
Notes
2007-06-05 14:04:47TO "COMM" BD#62/PLANS ON RACK--3 ROLLS AND 1 BOX
2007-05-16 08:51:40WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2007-03-08 Cont ID  
Sent By adarroug Date 2007-03-08 Time 14:22 Rev Time 0.00
Received By adarroug Date 2007-03-08 Time 14:22 Sent To  
Notes
2007-03-08 14:23:31TO "COMM" BD#3/PLANS ON RACK 1 ROLL, 3 BINDERS AND
 BOOKS
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2007-02-09 Cont ID  
Sent By mmiller Date 2007-02-09 Time 13:02 Rev Time 0.00
Received By mawillia Date 2006-11-29 Time 18:50 Sent To  
Notes
2006-12-11 11:51:59TO "COMM" BD#37
2006-11-29 18:51:33WAITING FOR COMMERICAL BOARD
Review Stop M MECHANICAL (A/C)
Rev No 4 Status P Date 2008-05-21 Cont ID  
Sent By rregueir Date 2008-05-21 Time 14:57 Rev Time 0.00
Received By rregueir Date 2008-05-21 Time 14:47 Sent To PC
Notes
2008-05-21 15:00:54REV.7 PG H1.01NT
Review Stop M MECHANICAL (A/C)
Rev No 3 Status P Date 2007-06-07 Cont ID  
Sent By rregueir Date 2007-06-07 Time 17:07 Rev Time 0.00
Received By rregueir Date 2007-06-07 Time 16:58 Sent To  
Notes
***NONE***
Review Stop M MECHANICAL (A/C)
Rev No 2 Status F Date 2007-03-27 Cont ID  
Sent By rregueir Date 2007-03-27 Time 16:03 Rev Time 0.00
Received By rregueir Date 2007-03-27 Time 11:07 Sent To  
Notes
2007-03-27 16:03:00THESE COMMENTS ARE NUMBERED TO CORRESPOND WITH PREVIOUS
 COMMENTS AND RESPONSES FOR THE PURPOSE OF CONTINUITY:
  
 1. OK
  
 2. OK EXCEPT: PLEASE SHOW MEANS OF CONDENSATE DISPOSAL
 THAT IS IN COMPLIANCE WITH FBC,M SEC. 307, INCLUDING
 307.2.3, WHICH REQUIRES AUXILIARY OR SECONDARY DRAIN
 PROTECTION. CONDENSATE DISPOSAL SHALL ALSO COMPLY WITH
 FBC 1503.6.
  
 *NEW COMMENTS*:
  
 1.PLEASE PROVIDE STRUCTURAL DETAIL FOR ROOF CURB TO
 STRUCTURE ATTACHMENT AND EQUIPMENT TO CURB ATTACHMENT
 PER FBC,M 301.13. PROVIDE WIND LOAD CALCULATIONS
 SHOWING ALL ELEMENTS TO BE DESIGNED TO THE 140MPH WIND
 ZONE PER FBC CH.16.
  
 2. PLEASE PROVIDE A PERMANENT MEANS OF ACCESS TO THE
 ROOFTOP A/C UNIT PER FBC,M 306.5. THIS MAY BE ACHIEVED
 BY A LADDER PERMANENTLY AFFIXED TO THE EXTERIOR OF THE
 BUILDING, THROUGH A SCUTTLE AT THE ROOF WITH A
 PERMANENTLY AFFIXED LADDER WITHIN THE ELEVATOR MACHINE
 ROOM OR BY ANY OTHER MEANS APPROVED BY THE FLORIDA
 BUILDING CODE, BUILDING.
  
 IF YOU HAVE ANY QUESTION, PLEASE FEEL FREE TO CONTACT
 ME.
  
 REVIEWED BY:
 RONALD J REGUEIRO
 561.805.6719
 [email protected]
Review Stop M MECHANICAL (A/C)
Rev No 1 Status F Date 2007-01-17 Cont ID  
Sent By pkrauss Date 2007-01-17 Time 10:02 Rev Time 0.00
Received By pkrauss Date 2007-01-16 Time 13:06 Sent To  
Notes
2007-01-17 10:27:41DENIED:
 1.PLAN SHEET H1.01 - THE 10" X 8" TRANSFER DUCT FROM
 THE ELEC ROOM, PLEASE CLARIFY IF THIS IS A WALKWAY,
 BALCONY, ETC.PER 2004 FMC 401.5 OUTDOOR AIR EXHAUST &
 INTAKE OPENINGS SHALL BE LOCATED A MINIMUM OF 10 FT
 FROM LOT LINES OR BUILDINGS ON THE SAME LOT.
  
 2.PLEASE INDICATE IF THE CONDENSATE FROM PTAC UNITS
 TO VESTIBULE 100 & 400 WILL CREATE A NUISANCE OR SLIP
 HAZARD WHERE IT IS LOCATED.
  
 IF YOU HAVE ANY QUESTIONS, PLEASE CONTACT PATTY KRAUSS
 AT (561)805-6719 OR E-MAIL [email protected].
  
Review Stop P PLUMBING
Rev No 2 Status P Date 2007-03-22 Cont ID  
Sent By kstevens Date 2007-03-22 Time 07:19 Rev Time 0.00
Received By kstevens Date 2007-03-21 Time 18:56 Sent To  
Notes
2007-03-22 07:21:24AT THIS TIME THERE IS NO PLUMBING TO BE INSTALLED IN
 THE ELEVATOR STRUCTURE. ONLY THE ROOF DRAINAGE HAS BEEN
 APPROVED
Review Stop P PLUMBING
Rev No 1 Status F Date 2007-01-17 Cont ID  
Sent By kstevens Date 2007-01-17 Time 18:15 Rev Time 0.00
Received By kstevens Date 2007-01-17 Time 18:15 Sent To  
Notes
2007-01-17 18:39:24DENIED
 REFERENCE: FBC-2004 PLUMBING
 FBC-2004 CHAPTER 1
  
 1. SHT A5.81NT DETAIL 2 REFERS TO DETAIL 6, AND DETAIL
 3 REFERS TO DETAIL 8. DETAILS 6 & 8 HAVE NOT BEEN
 SUBMITTED. PLEASE CLARIFY.SECTION 106.1.1.
  
 2. SHT P1.01NT SUBMIT CALCULATIONS FOR THE STORM
 GUTTERS. SHOW THE SQUARE FOOTAGE AREA PLUS 1/2 THE AREA
 OF ALL VERTICAL WALLS INCLUDING PARAPETS. INDICATE
 TOTAL SQUARE FOOTAGE BEING DRAINED.SECTION 1106WITH
 ALL SUBSECTIONS. INDICATE THE SIZE OF THE GUTTERS PER
 TABLE 1106.6. SHOW THE HIGH POINTS OF THE GUTTERS AND
 INDICATE THE SLOPE OF THE GUTTERS.
  
 3. SHOW THE SIZE OF THE RWL'S THAT THE CANOPY DRAIN
 WILL BE CONNECTING TO. SUBMIT INFORMATION ON THE AMOUNT
 OF EXISTING SQUARE FOOTAGE DRAINING THROUGH THE
 EXISTING RWL'S. INDICATE THE TOTAL AMOUNT DRAINING
 THROUGH OUT THE EXISTING BUILDING STORM DRAIN AND THE
 TOTAL WITH THE ADDED SF LOAD AS WELL AS THE PIPE SIZE
 OF THE BUILDING STORM DRAIN. SECTION 106.1.1 & TABLE
 1106.3.
  
 4. SUBMIT EXTERIOR ELEVATIONS OF THE WALLS FOR THE
 BUILDING AND THE PARKING GARAGE TO VERIFY VERTICAL
 CONTRIBUTION. INDICATE HEIGHT OF THE WALLS AND INDICATE
 THE HEIGHT OF THE CANOPY SECTIONS. SECTION 106.1.2.
  
 5. SHT P1.01NT NEW ROOF DRAINAGE PIPING IS SHOWN AS
 S=.02 & S=.01. HORIZONTAL DRAINAGE PIPING SHALL BE
 INSTALLED IN UNIFORM ALIGNMENT AND UNIFORM SLOPE.
 PLEASE INDICATE ON PLANS. SECTION 704.1.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 3 Status P Date 2008-05-05 Cont ID  
Sent By eschneid Date 2008-05-05 Time 14:59 Rev Time 0.00
Received By eschneid Date 2008-05-05 Time 14:59 Sent To  
Notes
2008-05-05 15:00:31PASSED - NOTE THAT THE PLANS REQUIRE THE CITYPLACE
 APPROVAL STAMP.
Review Stop Z ZONING
Rev No 2 Status P Date 2007-03-20 Cont ID  
Sent By eschneid Date 2007-03-20 Time 14:42 Rev Time 0.00
Received By eschneid Date 2007-03-20 Time 14:42 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status F Date 2007-01-11 Cont ID  
Sent By   Date   Time   Rev Time 0.00
Received By eschneid Date 2007-01-11 Time 11:14 Sent To  
Notes
2007-01-11 11:28:30FAILED
  
 THE SPECIFIC SITE PLAN AND ELEVATIONS FOR THE ELEVATOR
 TOWER REQUIRE APPROVAL OF A MINOR AMENDMENT.
  
 PLEASE CONTACT ERIC SCHNEIDER @ (561) 822-1435.


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