Plan Review Details - Permit 06090011
Plan Review Stops For Permit 06090011
Review Stop AD ADDRESSING
Rev No 1 Status P Date 2006-09-01 Cont ID  
Sent By lursu Date 2006-09-01 Time 10:35 Rev Time 0.00
Received By lursu Date 2006-09-01 Time 10:35 Sent To  
Notes
2006-09-01 00:00:00UPDATE OWNER INFO
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status P Date 2007-09-25 Cont ID  
Sent By jwitmer Date 2007-09-25 Time 09:05 Rev Time 3.77
Received By jwitmer Date 2007-09-25 Time 09:05 Sent To  
Notes
2007-09-25 09:13:45SUMITTALS:
 INGERSOLL-RAND IR SERIES H-16-4 DOUBLE OUTSWING DOORS
 LETTER F'C 4000 PSIOR 7000 PSI PEAROCK CONCRETE MIX FOR
 PIER STRUCTURE-JSE
 PILE CAP LETTER
 ELEVATION @ NOTCHED IN 4B-13REV#
 1SK-17 REV# 1 REQ NOTCH4B-13
 OVERHEAD DOOR-ROLLING GRILLE 670 OR 671
 C-BUCK ENGINEERING SHEETS ROOF COVERING
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2007-09-14 Cont ID  
Sent By jwitmer Date 2007-09-14 Time 10:43 Rev Time 0.77
Received By jwitmer Date 2007-09-14 Time 10:43 Sent To PC
Notes
2007-09-14 10:51:16BUILDING PLAN REVIEW
 PERMIT: 06090011
 ADD: 444WEST RAILROAD AVENUE
 CONT: PBM DEVELOPMENET
 TEL: (954)275-1947
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 W/ 2005 FBC REVISIONS
 * WEST PALM BEACH AMENDMENTS
  
 REVIEW
 ACTION: DENIED
  
 1)REVISIONS AND OR SUBMITTALS ARE TO BE REVIEWED BY
 THE DESIGNER OF RECORD BEFORE SUBMISSION TO THE
 BUILDING DEPARTMENT.
 106.1.2 ADDITIONAL INFORMATION REQUIRED. PLEASE HAVE
 THE DESIGN TEAM APPLY A SHOP DRAWING STAMP WITH REVIEW
 AND IF COMMENTS ADDED.
 1A) EXTERIOR DOOR CHANGE
 1B) ROOF PANEL CLIP CHANGE
  
 102.1* WHERE, IN ANY SPECIFIC CASE, DIFFERENT SECTIONS
 OF THIS CODE SPECIFY DIFFERENT MATERIALS, METHODS OF
 CONSTRUCTION OR OTHER REQUIREMENTS, THE MOST
 RESTRICTIVE SHALL GOVERN. WHERE THERE IS A CONFLICT
 BETWEEN A GENERAL REQUIREMENT AND A SPECIFIC
 REQUIREMENT, THE SPECIFIC
 REQUIREMENT SHALL BE APPLICABLE.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
 BUILDING PLAN REVIEW II
  
  
  
  
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2007-05-01 Cont ID  
Sent By jwitmer Date 2007-05-01 Time 13:01 Rev Time 2.22
Received By jwitmer Date 2007-05-01 Time 13:00 Sent To ENG
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2007-04-12 Cont ID  
Sent By jwitmer Date 2007-04-12 Time 14:17 Rev Time 1.22
Received By jwitmer Date 2007-04-12 Time 14:17 Sent To  
Notes
2007-04-12 15:11:16BUILDING PLAN REVIEW
 PERMIT: 06090011
 ADD: 444 W RAILROAD AVE
 CONT: PBM DEVELOPMENT
 TEL: (561) 7151800
  
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 3RD REVIEW
 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) PLEASE PROVIDE A CURRENT NOC. FL S S 713.13
 NOTICE OF COMMENCEMENT, TO BE FILED WITH THE CLERK OF
 THE COURT.
 NOTE: 713.13(2)
 IF THE WORK DESCRIBED IN THE NOTICE OFCOMMENCEMENT IS
 NOT ACTUALLYCOMMENCED WITHIN 90 DAYS AFTER THE
 RECORDING THEREOF, SUCH NOTICE IS NULL & VOID. NOTE:
 713.13(6)THE POSTING OF THE NOTICE OF COMMENCEMENT AT
 THE CONSTRUCTION SITE BEFORE THE FIRST INSPECTION.
  
 3)SHOP DRAWINGS SUBMITTED BY STEADFAST BRIDGES ARE
 SEALED COPIES OF SIGNATURE NOT ORIGINAL SIGNATURES.
 PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN
 PROFESSIONAL AND BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
 4) PLEASE SEE THE CALCULATIONS SUBMITTED FROM ROBERT G.
 GRAHAMIII PAGE 39 BASIC LOAD CASES # 8 LL-PEDESTRIAN
 THE DISTRIBUTED LOAD INDICATES 22. TABLE 1607.1 # 39
 WALKWAYS AND ELEVATED PLATFORMS INDICATES A MINIMUM
 LIVE LOAD OF 60PSF NOT 22.
 PLEASE CLARIFY. THE OTHER QUESTION ABOUT LIVE LOADS
 SHEET SHOP DRAWING SHEET# 1 IS THE STATEMENT LIGHT
 VEHICLE MAXIMUM LOAD 4 TONS IS THIS TO BE CONSIDERED A
 POINT LOADING?
  
 5) SHOP DRAWINGS (STEADFAST BRIDGES & ROOFING REPORT)
 SHALL HAVE BEEN REVIEWED BY THE DESIGNER OF RECORD AND
 THEIR SHOP DRAWING STAMP AFFIXED WITH APPROVAL OR WITH
 COMMENTS PRIOR TO SUBMITTAL TO THE CITY.
 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.(ROOFING REPORT).
  
 6)SHEET S0.1 PEDESTRIAN BRIDGE HEADING, STILL
 INDICATES DESIGNED UNDER THE 2001 FBC AND ASCE 7-98,
 PLEASE CORRECT.
  
 7) CALCULATION BOOKLET COVER SHEET ALSO HAS A RAISED
 SEALCOPIED SIGNATURE :
 PLANS, SPECIFICATIONS, REPORTS OR
 OTHER DOCUMENTS PREPARED BY THE DESIGN PROFESSIONAL AND
 BEING FILED FOR PUBLIC
 RECORD SHALL HAVE THE SIGNATURE AND
 SEAL OF THE DESIGN PROFESSIONAL AFFIXED
 TO THE DOCUMENT.
 FL STATE STAT: 61G15-23.002 ENGINEERS
 FL ATATE STAT: 61G16.003 ARCHITECTS
  
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2007-01-12 Cont ID  
Sent By jwitmer Date 2007-01-12 Time 16:57 Rev Time 2.22
Received By jwitmer Date 2007-01-12 Time 16:57 Sent To  
Notes
2007-01-16 09:28:13BUILDING PLAN REVIEW
 PERMIT: 06090011
 ADD: 444 W RAILROAD AVE
 CONT: PBM DEVELOPMENT
 TEL: (561) 7151800
  
 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) COMPLIED
  
 3) COMPLIED.
  
 4) COMPLIED.
  
 5A) COMPLIED
  
 5B) COMPLIED, OCCUPANCY DECLARED: UTILITY
  
 5C) SEMI COMPLIED, TYPE: IIB
  
 5D) COMPLIED.
  
 5E) 2ND REQUEST, IF AN AUTOMATIC FIRE SPRINKLER SYSTEM
 IS PROVIDED?
 PLEASE SEE TABLE 503, FOR THE DECLARED OCCUPANCY
 CLASSIFICATION: UTILITY AND BUILDING TYPE IIB THIS
 OCCUPANCY CAN ONLY BE A TWO STORY
 OCCUAPANCY.
 903.6.1
 ANY BUILDING WHICH IS OF THREE STORIES OR MORE IN
 HEIGHT SHALL BE EQUIPPED WITH AN APPROVED AUTOMATIC
 SPRINKLER SYSTEM INSTALLED IN ACCORDANCE WITH SECTION
 903.1 .
 FLORIDA STATE STATUTE 553.895(2) REQUIRES BUILDINGS
 THREE STORIES OR MORE IN HEIGHT SHALL BE EQUIPPED WITH
 AN AUTOMATIC SPRINKLER SYSTEMINSTALLED IN ACCORDANCE
 WITH SECTION 903.1
  
 5F) 2ND REQUEST, WHEATHER THE FIRE SPRINKLER SYSTEM IS
 REQUIRED?
  
 5G)COMPLIED.
  
 6) COMPLIED.
  
 7) COMPLIED.
  
 8) SEMI COMPLIED. THE STRUCTURAL SHEETS(SHEET 7OF 7)
 NOW INDICATE A 18 GAUGE STEEL DECK WITH A ENGLERT
 SERIES 2500 METAL ROOF ASSEMBLY.
 THIS ROOF SYSTEM DOES REQUIRE ENHANCED FASTENING FOR
 THE REQUIRED POSITIVE AND NEGATIVE PRESSURES. THE
 REPORTS SUBMITTED FROM ENGINEER JAMES L. BUCKNER, P.E.
 ARE COPIES NOT THE ORIGINAL SIGNED AND SEALED
 DOCUMENTS.
  
 9) 2ND REQUEST, SHEET S0.1 PLEASE CORRECT THE REFRENCE
 TO THE 2001 FBC LISTED UNDER DESIGN DATA.
  
 10) 2ND REQUEST, S0.1 AND S2.1 BOTH INDICATE THE USE OF
 AUGER PILE FOR THE PEDESTRIAN BRIDGE. PLEASE REMOVE THE
 MENTION OF AUGER CAST PILE SHEET S0.1 AND DELETE THE
 DETAIL OF AN AUGER CAST PILE AND PILE CAP.PLEASE
 PROVIDE THE APPROPRIATE FOOTING DETAILS, ALSO PROVIDE
 SIGNED ,SEALED
 LETTER FROM ARDAMAN PROVIDING WHAT THE SAFE MINIMUM
 BEARING VALUE THAT WILL BE REQUIRED FOR THE
 CONSTRUCTION OF THE PEDESTRIAN BRIDGE. FL BLD CODE
 1802.2.1
 QUESTIONABLE SOILS,FBC 1802.2.1 QUESTIONABLE
 SOILS,
 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 .
  
 NEW COMMENTS:
 11)) FBC* 105.3RESIDENT INSPECTOR.
 SUBMIT INSPECTOR RESUME' AND LICENSE
 DOCUMENTS TO HAROLD PISKURA, DIRECTOR OF
 THE RESIDENT INSPECTOR PROGRAM.A
 RESIDENT INSPECTOR PROGRAM IS REQUIRED,
 ON THIS PROJECT, DUE TO ONE OR MORE OF
 THE FOLLOWING:
 X - BUILDINGS/ADDITIONS OF TYPE I OR II
 CONSTRUCTION
 - ANY MAJOR STRUCTURAL ALTERATIONS
 X - STRUCTURES IN WHICH THE CONCRETE
 DESIGN IS BASED ON COMPRESSIVE
 STRENGTH (F'C) IN EXCESS OF 3000 PSI
 X- PILE DRIVING
 - BUILDINGS OVER 20,000 SQFT IN AREA
 X - BUILDINGS OVER 2 STORIES IN HEIGHT
 X - BUILDING/STRUCTURES OF UNUSUAL DESIGN
 OR METHODS OF CONSTRUCTION
 ALSO, PLEASE ARRANGE WITH
 HAROLD PISKURA (INSPECTION SERVICES MANAGER
 - TEL: 561 805 6711), A MEETING INVOLVING THE OWNER,
 SPECIAL INSPECTOR, & CONTRACTOR.
  
 12) SINCE THIS PROJECT WILL REQUIRE A SPECIAL
 INSPECTOR
  
 (3) SETS OF PLANS, REPORTS, AND SUBMITTALS WILL BE
 REQUIRED.
  
 BUILDING PLAN REVIEW
 JIM WITMER C. B. O.
  
 TEL: (561)805-6715
 FAX: (561)659-8026
 E-MAIL: [email protected]
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2006-10-04 Cont ID  
Sent By jwitmer Date 2006-10-04 Time 11:11 Rev Time 4.44
Received By jwitmer Date 2006-10-04 Time 11:11 Sent To  
Notes
2006-10-04 00:00:00BUILDING PLAN REVIEW
 PERMIT: 06090011
 ADD: 444 W. RAILROAD AVE.
 CONT:PBM DEVELOPMENT
 TEL: (561)368-2544
 FL BLD CODE= 2004 FLORIDA BUILDING CODE
 * WEST PALM BEACH AMENDMENTS
  
 1ST REVIEW
 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.
 THE ORIGINAL NOTICE OF COMMENCEMENT
 IS OVER ONE YEAR OLD , NO LONGER VALID.
  
 3) STRUCTURAL SHEETS: THE ENGINEER OF
 RECORDS FIRM IS MISSING THEIR
 CERTIFICATE OF AUTHORIZATIN. 471.023
 F.S. / 61G1-16.004 FL ADMINISTRATIVE
 CODE.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.
  
 4) PLEASE RECORD THE PEDESTRIAN WALKWAY
 EASEMENT AGREEMENT WITH THE COUNTY
 CLEARK OF THE COURT.
  
 5)THE ARCHITECTURAL SHEETS DO NOT
 PROVIDE THE FOLLOWING INFORMATION:
 110.2* W. P. B. ADMINISTRATIVE CODE,
 INFORMATION THAT IS REQUIRED FOR RECORD
 KEEPING & FOR CERTIFICATE OF OCCUPANCY:
 A) THE EDITION OFTHE CODE UNDER WHICH
 THE PERMIT WAS ISSUED.
 B) THE USE AND OCCUPANCY, IN ACCORDANCE
 WITH THE PROVISIONS OF CHAPTER 3.
 C) THE TYPE OF CONSTRUCTION AS DEFINED
 IN CHAPTER 6, TABLE 601.
 D) THE OCCUPANT LOAD, SEE 1004.
 E) IF AN AUTOMATIC SPRINKLER SYSTEM IS
 PROVIDED?
 F) WHETHER THE SPRINKLER SYSTEM IS
 REQUIRED.
 F) ANY SPECIAL STIPULATIONS & CONDITIONS
 OF THE BUILDING PERMIT.
  
 6) A100.04 INDICATES THE PEDESTRIAN
 BRIDE HAS A LENGTH OF 142'. PLEASE
 PROVIDE A LIFE SAFETY PLAN FOR THE
 PEDESTRIAN BRIDGE PROVIDING THE TRAVEL
 DISTANCE TO THE VERTICAL EXITS FOR BOTH
 BUILDINGS. 3104.9 THE LENGTH OF EXIT
 ACCESS SHALL NOT EXCEED 200 FT. ALSO SEE
 EXECEPTIONS.
  
 7) SHEET A100.05 SECTION B-B INDICATES A
 SECTION THROUGH THE COVERED PEDESTRIAN
 BRIDGE. PLANS DO NOT PROVIVE THE
 DIMENSION OF THE HANDRAIL NOR THE CLEAR
 SPACE BETWEEN THE MESH AND HANDRAIL.
 11-4.8.5(3).
  
 8) THIS SAME SECTIONINDICATES THE USE
 OF A METAL ROOF SYSTEM, PLEASE PROVIDE
 ADDITIONAL INFORMATION. PLANS ARE NOT
 CLEAR IF THIS IS A STRUCTURAL METAL ROOF
 SYSTEM OR METAL ROOF PANELS (1507.4)
 REQUIRINGA SOLID CLOSE FITTING DECK.
 106.1.2* ADDITIONAL INFO REQUIRED.
  
 9) SHEET S).1 PLEASE CORRECT THE
 REFRENCES TO THE 2001 FBC.
  
 10) S0.1 & S2.1 BOTH INDICATE THE USE OF
 AUGER PILE FOR THE PEDESTRIAN BRIDGE.
 PLEASE SUBMIT GEOTECH REPORT THAT
 PROVIDES THE LOADING OR LENGTH OF THE
 AUGER PILE, NOT STATED ON PLANS.
 BUILDING PLAN REVIEW
 JIM WITMER
 TEL: (561)805-6715
 FAX: (561)659-8026
  
  
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 4 Status P Date 2007-06-21 Cont ID  
Sent By dpalmer Date 2007-06-21 Time 17:12 Rev Time 0.00
Received By dpalmer Date 2007-06-21 Time 16:57 Sent To PC
Notes
2007-06-21 17:12:55REV FOR POWER TO GATE.
Review Stop E ELECTRICAL
Rev No 3 Status P Date 2007-03-18 Cont ID  
Sent By dpalmer Date 2007-03-18 Time 12:04 Rev Time 0.00
Received By dpalmer Date 2007-03-18 Time 11:44 Sent To  
Notes
2007-03-18 12:07:23*** NOTE ***
  
 1) TRUSS PLANS CONTAIN RAISED SEALS OVER *PHOTO-COPIED*
 SIGNATURES, SEE BUILDING REVIEW NOTES. FS 471.025/ FAC
 61G15-23.002
  
 2) THE FIRM LICENSE NUMBER FOR PBM WAS NOT ADDED TO ALL
 SHEETS AS REQUIRED. THIS WAS HANDWRITTEN ON THE
 ELECTRICAL SHEETS WHICH DID NOT HAVE THIS NUMBER ADDED.
  
 PLEASE BE SURE ANY FUTURE PLANS CONTAINS THIS PRINTED
 NUMBER ON ANY TITLLE BLOCKS W/ PBM DEVELOPMENTS NAME ON
 IT.
  
 * ELECTRICAL PLANS STAMPED.
Review Stop E ELECTRICAL
Rev No 2 Status F Date 2007-01-12 Cont ID  
Sent By dpalmer Date 2007-01-12 Time 10:31 Rev Time 0.00
Received By dpalmer Date 2007-01-12 Time 10:24 Sent To  
Notes
2007-01-12 11:07:59 
 ** UNSAT 2ND REVIEW **
  
 ** PLEASE SEE COMMENT BELOW WHICH WAS STATED ON THE
 PREVIOUS REVIEW.
 THIS COMMENT IS NOT FOR KAMM CONSULTING , HOWEVER IT
 WILL AFFECT ALL SHEETS.
  
 1) NOTE: PLEASE SEE MISSING COMPLETE INFORMATION FOR A
 TITLE BLOCK FOR THE ARCHITECT OF RECORD. PLEASE SEE
 ATTACHED SHEET FROM DEPARTMENT OF BUSINESS AND
 PROFESSIONAL REGULATION. PLEASE SEE NO ADDRESS
 INFORMATION ETC.
 PLEASE KNOW IF WORKING THROUGH PBM DEVELOPMENT, AND PBM
 IS OFFERING ARCHITECTURAL SERVICES, THEN PBM WOULD BE
 REQUIRED TO LIST THEIR CERTIFICATE OF AUTHORIZATION
 NUMBER. (THIS HAS ALREADY BEEN GONE OVER WITH STAFF
 FROM PBM AND IT IS OUR UNDERSTANDING THAT APPLICATION
 TO THE DEPARTMENT OF BUSINESS AND PROFESSIONAL
 REGULATIONS HAS/IS TAKING OR TAKEN PLACE.
 PLEASE KNOW IF PERMIT ISSUANCE IS DOWN TO ONLY THIS
 COMMENT AND THE CERTIFICATE OF AUTHORIZATION NUMBER HAS
 NOT YET BEEN ISSUED FROM THE STATE, THE TITLE BLOCKS
 WOULD BE REVISED TO BE LISTED WITH THE ARCHITECT ONLY.
 FLORIDA ADMINISTRATIVE CODE 61G1-16.004, FLORIDA
 STATUTES 481.219
 **THIS IS NOT A COMMENT RELATED TO KAMM CONSULTING,
 HOWEVER TITLE BLOCKS ARE REQUIRED FOR ALL SHEETS PER
 ABOVE AND WHETHER OR NOT COMMENT IS MADE BY ANY OTHER
 TRADE.
  
 ** 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 E ELECTRICAL
Rev No 1 Status F Date 2006-09-19 Cont ID  
Sent By dpalmer Date 2006-09-19 Time 18:48 Rev Time 0.00
Received By dpalmer Date 2006-09-19 Time 18:33 Sent To  
Notes
2006-09-19 00:00:00*** UNSAT ***
  
 ** PLEASE KNOW, NOT ALL NOTES BELOW
 PERTAIN TO THE TECHNICAL ELECTRICAL
 REVIEW OR APPLY TO KAMM CONSULTING
 ENGINEERS.
  
  
 1) NOTE: PLEASE SEEE NOTICE OF
 COMMENCMENT SUBMITTED HAS EXPIRED.
 PLEASE ALSO KNOW, AS THE GENERAL
 DESCRIPTION AS ORIGINALLY STATED ALSO
 DID NOT INCLUDE THE BRIDGE.
 PLEASE SEE FS 713.13(2).
 NOC'S EXOIRED AFTER ONE YEAR, EVEN IF
 JOB SITE WORK IS ON GOING.
  
 2) NOTE: PLEASE SEE FLORIDA
 ADMINISTRATIVE CODE 61G1-16.004 AND FS
 481.219 FOR MISSING INFORMATION REQUIRED
 ON THE TITLE BLOCKS FOR THE ARCHITECT
 AND ARCHITECTURAL FIRM.
 ** REQUIRED WHETHER COMMENT IS MADE BY
 OTHER REVIEWER(S).
  
 3) NOTE: PLEASE SEE MISSING INFORMATION
 ON TITLE BLOCKS FOR STRUCTURAL
 ENGINEERING FIRM AS REQUIRED UNDER FAC
 61G15-23.002, AND FS 471.023.
 MISSING CERTIFICATE OF AUTHORIZATION
 NUMBER ALSO.
 ** REQUIRED WHETHER OR NOT COMMENT IS
 MADE BY OTHER REVIEWER(S).
 ** PLEASE SEE SHEETS ALSO REFERENCE THE
 2001 FBC INTO DESIGN. PLEASE SEE
 BUIDLING REVIEW NOTES AS THIS PROJECT
 WAS SUBMITTED AFTER OCT 1ST, 2005 WHICH
 NOW REQUIRES THE DESIGNS, CODES STATE AS
 THE 2004 FBC.
 ** NOT AN ELECTRICAL COMMENT, ONLY GIVEN
 FOR INFORMATIONAL PURPOSE.
  
 4) NOTE: PLEASE PROVIDE A NOTE ON THE
 ELECTRICAL E-1 AS EACH ELECTRICAL BOX ON
 THE BRIDGE SHALL CONTAIN LABLELING FOR
 WHERE THE CIRCUIT IS BEING FED FROM.
  
 5) NOTE: PLEASE PROVIDE CURRENT AND
 RELEVANT CODES/ EDITIONS ON PLANS.
 2002 NFPA-70, 2003 NFPA-101, 2002
 NFPA-72 ETC.
  
 6) NOTE: PLEASE PROVIDE BONDING OF NEW
 STEEL/STRUCTURE TO THE ELECTRICAL SYSTEM
 OF THE EXISTING BUILDING WHICH IS
 PROVIDING POWER FOR LIGHTING TO NEW
 WALKWAY.
 250.50, 250.104
  
 ** IMPORTANT**
 ONCE ALL REVIEWS ARE DONE AND PLANS ARE
 PICKED UP FOR CORRECTIONS, PLEASE BE
 SURE TO COMPLETELY REMOVE ALL OLD/VOIDED
 SHEETS AND ONLY INSERT NEW REVISED
 SHEETS INTO TWO COMPLETE SETS FOR REVIEW
 AND STAMPING. DO NOT LEAVE ANY
 OLD/VOIDED SHEETS IN SETS.
 PLEASE KNOW ONLY ONE SET OF THE
 OLD/VOIDED SHEETS SHOULD BE SUBMITTED
 FOR REFERENCE.
 THIS WILL HELP IN THE REVIEW PROCESS AND
 AVOID ANY DELAYS.
  
 PLEASE SUBMIT THE ABOVE INFORMATION FOR
 REVIEW. IF THERE ARE ANY QUESTIONS,
 PLEASE DO NOT HESITATE TO CALL.
  
 DEWEY PALMER
 ELECTRICAL PLAN REVIEW
 CONSTRUCTION SERVICES DEPT.
 CITY OF WEST PALM BEACH
 561-805-6717
 [email protected]
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status P Date 2007-05-01 Cont ID  
Sent By rbrown Date 2007-05-01 Time 16:13 Rev Time 0.00
Received By rbrown Date 2007-05-01 Time 16:13 Sent To  
Notes
2007-05-01 16:16:05RIGHT OF WAY PERMIT IS REQUIRED PRIOR TO COMMENCING
 CONSTRUCTION PER WINDEL PALMER, TELEPHONE: (561) 494
 1086
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2007-04-06 Cont ID  
Sent By mwennerg Date 2007-04-06 Time 15:27 Rev Time 0.00
Received By mwennerg Date 2007-04-06 Time 15:27 Sent To  
Notes
2007-04-06 15:34:34***PROVISO***
  
 1) FOR THE PURPOSE OF SATISFYING THE 100' REQUIREMENT
 OF NFPA 101, SEC. 7.10.1.5.2, IT WOULD APPEAR THAT AN
 ADDITIONAL EXIT SIGN WOULD BE REQUIRED IN THE
 WALK-OVER.
  
 2) FIRE EXTINGUISHERS TO BE MOUNTED NOT TO EXCEED 75'
 TRAVEL DISTANCE.
  
  
 MIKE WENNERGREN, ASSISTANT FIRE MARSHAL
 FIRE PLAN REVIEW
 FIRE PREVENTION BUREAU (561) 805-4756
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status F Date 2007-02-07 Cont ID  
Sent By mwennerg Date 2007-02-07 Time 11:00 Rev Time 0.00
Received By mwennerg Date 2007-02-07 Time 11:00 Sent To  
Notes
2007-02-07 11:05:41***DENIED***
  
 1) RESPONSE LETTER FROM FIRST REVIEW INDICATES THAT
 ILLUMINATED EXIT SIGNS AND EMERGENCY LIGHTING WILL BE
 PROVIDED. PLEASE SHOW ON DRAWINGS.
  
 2) PLEASE CLARIFY IF THIS PROJECT WILL BE PROTECTED BY
 AUTOMATIC FIRE SPRINKLER SYSTEM. IF NOT REQUIRED,
 PLEASE INDICATE CODE REFERENCE WHERE EXCEPTION IS BEING
 MET.
  
 3) ARE MULTI-PURPOSE FIRE EXTINGUISHERS PLANNED THAT
 WILL COMPLY WITH MAXIMUM 75' TRAVEL DISTANCE
 REQUIREMENT.?
  
  
 MIKE WENNERGREN, ASSISTANT FIRE MARSHAL
 FIRE PLAN REVIEW
 (561) 805-6722 OR 804-4756
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2006-10-26 Cont ID  
Sent By mcarsill Date 2006-10-26 Time 10:45 Rev Time 0.00
Received By mcarsill Date 2006-10-26 Time 10:37 Sent To  
Notes
2006-10-26 10:45:211. DOES THE PROPOSED PEDESTRIAN BRIDGE PLANNED TO
 PROVIDE ANY EXITING FROM THE COURTHOUSE COMMONS
 BUILDING. PLEASE PROVIDE INFORMATION.
 2. IF EXITING IS PLANNED TO BE PROVIDED EXIT SIGNS AND
 EMERGENCY LIGHTING SHALL BE PROVIDED.
 3. WHAT IS THE ANTICIPATED USE OF THE PEDESTRIAN
 BRIDGE. THE ANTICIPATED LOAD SHOULD BE CONSIDERED AS
 ADDITIONAL EXIT CAPACITY SOMEHWERE.
 4. PLEASE PROVIDE PRESCRIPTIVE STRENGTH REQUIREMENTS
 FOR ALL HANDRAILS, GAURDRAILS AND METAL PLATES.
 5. IS THIS BRIDGE BEING CLASSIFIED AS PART OF THE
 COURTHOUSE COMMONS BUILDING OR AS AN EXTERNSION. 6.
 WHAT FIRE SAFETY FEATURES ARE PLANNED FOR THE
 PEDESTRIAN BRIDGE.
 7. WHAT IS THE PROPOSED HEIGHT OF THE LOWEST PORTION OF
 THE BRIDGE FROM THE FINISHED GRADE OF THIRD STREET.
 FIRE RESCUE ACCESS IS REQUIRED BELOW THE BRIDGE USING
 THIRD STREET AS A ROUTE TO EMERGENCIES.
  
 MIKE CARSILLO, CHIEF FIRE PREVENTION OFFICER 804-4709
  
 MICHAEL A. WILLIAMS, FIRE PREVENTION CAPTAIN 805-6722
Review Stop I INCOMING/PROCESSING
Rev No 9 Status N Date 2007-09-19 Cont ID  
Sent By adarroug Date 2007-09-19 Time 16:51 Rev Time 0.00
Received By adarroug Date 2007-09-19 Time 16:51 Sent To B
Notes
2007-09-19 16:52:09TO "JWITMER" DESK/SUBMITTAL
Review Stop I INCOMING/PROCESSING
Rev No 8 Status N Date 2007-09-17 Cont ID  
Sent By adarroug Date 2007-09-17 Time 08:36 Rev Time 0.00
Received By adarroug Date 2007-09-17 Time 08:36 Sent To B
Notes
2007-09-17 08:36:54TO "JWITMER" DESK/2 REV'S
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2007-09-10 Cont ID  
Sent By adarroug Date 2007-09-10 Time 12:25 Rev Time 0.00
Received By adarroug Date 2007-09-10 Time 12:25 Sent To B
Notes
2007-09-10 12:26:03TO "JWITMER" DESK/ 2 SUBMITTALS
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2007-06-19 Cont ID  
Sent By adarroug Date 2007-06-19 Time 13:53 Rev Time 0.00
Received By adarroug Date 2007-06-19 Time 13:53 Sent To E
Notes
2007-06-19 13:53:31TO "DPALMER" DESK/REV
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2007-06-08 Cont ID  
Sent By adarroug Date 2007-06-08 Time 11:26 Rev Time 0.00
Received By adarroug Date 2007-06-08 Time 11:26 Sent To P
Notes
2007-06-08 11:27:01TO "P" BOX/REV
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2007-04-24 Cont ID  
Sent By adarroug Date 2007-04-24 Time 09:56 Rev Time 0.00
Received By adarroug Date 2007-04-24 Time 09:56 Sent To B
Notes
2007-04-24 09:57:12TO "JWITMER" DESK/RESUB
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2007-03-14 Cont ID  
Sent By adarroug Date 2007-03-14 Time 08:44 Rev Time 0.00
Received By adarroug Date 2007-03-14 Time 08:44 Sent To  
Notes
2007-03-16 16:56:49TO "COMM' BD#54
2007-03-14 08:45:10WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2006-12-17 Cont ID  
Sent By adarroug Date 2006-12-17 Time 14:59 Rev Time 0.00
Received By adarroug Date 2006-12-17 Time 14:59 Sent To  
Notes
2007-01-11 09:11:01TO "COMM" BD#36
2006-12-17 15:00:10WAITING FOR "COMM" BD
Review Stop I INCOMING/PROCESSING
Rev No 1 Status   Date 2006-10-26 Cont ID  
Sent By mawillia Date 2006-10-26 Time 10:50 Rev Time 0.00
Received By mawillia Date 2006-09-07 Time 14:22 Sent To  
Notes
2006-09-13 00:00:00TO "COMM" BD#21
2006-09-07 00:00:00WAITING FOR "COMM" BD
Review Stop P PLUMBING
Rev No 5 Status P Date 2007-06-29 Cont ID  
Sent By kstevens Date 2007-06-29 Time 13:16 Rev Time 0.00
Received By kstevens Date 2007-06-29 Time 13:16 Sent To  
Notes
2007-06-29 13:17:04REVISION OK--SHT P0.1 CHANGE FROM STORM DRAIN TO
 CATCH BASIN TO DOWNSPOUT TO PLANTED AREA
Review Stop P PLUMBING
Rev No 4 Status F Date 2007-06-25 Cont ID  
Sent By kstevens Date 2007-06-25 Time 16:01 Rev Time 0.00
Received By kstevens Date 2007-06-18 Time 18:42 Sent To  
Notes
2007-06-25 16:06:20REVISIONDENIED
 REFERENCE: FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
 1. SHT P0.1 A PROFESSIONAL ENGINEER SHALL SIGN HIS NAME
 ON ALL PLANS. FAC 61G15-23.002(1)(2) & FS 471.025.
 PLANS HAVE BEEN INITIALED WHICH IS NOT APPROVED.
  
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 3 Status P Date 2007-04-06 Cont ID  
Sent By kstevens Date 2007-04-06 Time 10:55 Rev Time 0.00
Received By kstevens Date 2007-04-06 Time 10:55 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2007-02-01 Cont ID  
Sent By kstevens Date 2007-02-01 Time 14:33 Rev Time 0.00
Received By kstevens Date 2007-02-01 Time 14:33 Sent To  
Notes
2007-02-01 14:34:39DENIED
 REFERENCE: FBC-2004 PLUMBING
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
  
 1. ALL ARCHITECTURAL SHEETS. THE
 FOLLOWING INFORMATION IS REQUIRED IN THE
 TITLE BLOCK OF THE ARCHITECT. THE NAME
 ADDRESS AND TELEPHONE NUMBER. FAC
 61G1-16.004(1) AND FS 481.2055.
 ****NO RESPONSE, NOT ADDRESSED
  
 2. OK
 3. OK
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop P PLUMBING
Rev No 1 Status F Date 2006-09-18 Cont ID  
Sent By kstevens Date 2006-09-18 Time 15:55 Rev Time 0.00
Received By kstevens Date 2006-09-18 Time 15:13 Sent To  
Notes
2006-09-18 00:00:00DENIED
 REFERENCE: FBC-2004 PLUMBING
 FLORIDA ADMINISTRATIVE CODE
 FLORIDA STATUTES
  
  
 1. ALL ARCHITECTURAL SHEETS. THE
 FOLLOWING INFORMATION IS REQUIRED IN THE
 TITLE BLOCK OF THE ARCHITECT. THE NAME
 ADDRESS AND TELEPHONE NUMBER. FAC
 61G1-16.004(1) AND FS 481.2055.
  
 2. SHT P0.1 A PROFESSIONAL ENGINEER
 SHALL SIGN HIS NAME. A SIGNATURE IS
 REQUIRED. INITIALS ARE NOT ACCEPTABLE.
 FAC 61G15-23.002(1) AND FS 471.025.
  
 3. SHT P0.1 PER SECTION 1107.1 SECONDARY
 ROOF DRAINS OR SCUPPERS SHALL BE
 PROVIDED. ALSO SEE SECTION 1107.2,
 SEPARATE SYSTEMS ARE REQUIRED.
  
 REVIEW BY KEN STEVENS
 (561) 805-6721
 FAX (561) 805-6731
 E-MAIL [email protected]
Review Stop Z ZONING
Rev No 3 Status N Date 2007-04-02 Cont ID  
Sent By aaponte Date 2007-04-02 Time 16:05 Rev Time 0.00
Received By aaponte Date 2007-04-02 Time 16:05 Sent To  
Notes
2007-04-02 16:06:06BRIDGE WAS ALREADY APPROVED BY PLANNING.
Review Stop Z ZONING
Rev No 2 Status P Date 2007-01-29 Cont ID  
Sent By aaponte Date 2007-01-29 Time 16:37 Rev Time 0.00
Received By aaponte Date 2007-01-29 Time 16:37 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 1 Status P Date 2006-09-22 Cont ID  
Sent By aaponte Date 2006-09-22 Time 14:12 Rev Time 0.00
Received By aaponte Date 2006-09-21 Time 14:26 Sent To  
Notes
***NONE***


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