Plan Review Details - Permit 16120051
Plan Review Stops For Permit 16120051
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-03-13 Cont ID  
Sent By jwitmer Date 2017-03-13 Time 11:31 Rev Time 0.00
Received By jwitmer Date 2017-03-13 Time 11:23 Sent To  
Notes
2017-03-13 11:23:38BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120051
 ADD: 4375 EASLEY DR. IMPROVEMENTS TO THE HEADWORKS
 STRUCTURE
 CONT: TBD
 TEL: 954-609-1525
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: MON. MARCH 13/ 2017
 ACTION: BUILDING PROVISOS:
  
 1) PROVISO # 1 BEFORE PERMIT ISSUANCE. A HOLD IS PLACED
 ON THE PERMIT ISSUANCE UNTIL THE RESIDENT INSPECTOR
 FORMS ARE FILED OUT, RETURNED TO THE BUILDING
 DEPARTMENT AND APPROVED. THE PLANS AFFILIATED WITH THE
 SCREENS STRUCTURE(S-SCRN) AND THE GRIT REMOVAL
 STRUCTURE (S-GRT) SHOW MASSIVE CONCRETE RESTORATION
 WORK. SHEET S-GEN-2 STRUCTURAL OBSERVATIONS INDICATES
 THERE IS TO BE AN ENGINEER ONSITE FOR QUALITY INSURANCE
 INSPECTIONS. THE CITY BELIEVES THIS PROJECT WOULD BEST
 BE SUITED WITH AN ONSITE RESIDENT INSPECTOR. IF THE
 CONTRACTOR AND OR OWNERS REPRESENTATIVE WOULD LIKE THE
 RESIDENT INSPECTOR TO ALSO COMPLETE THE STRUCTURAL
 INSPECTIONS FOR THE NEW SCREENINGS BUILDING, THEN LIST
 BOTH PERMIT NUMBERS ON THE RESIDENT INSPECTOR FORM.
  
 1A) ONCE A CONTRACTOR HAS BEEN SELECTED RESIDENT
 INSPECTOR FORMS WILL BE E-MAILED TO THEM SO ALL PARTIES
 INVOLVED WILL BE ABLE TO SIGN THE RESIDENT INSPECTOR
 AGREEMENT. IF THERE IS ANY OTHER REPRESENTATIVE THAT
 WOULD LIKE THE RESIDENT INSPECTOR FORMS E-MAILED,
 PLEASE CONTACT ME BY E-MAIL. E-MAIL [email protected].
 RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES
 NOTARIZED AND RETURNED TO THE BUILDING DEPARTMENT.
  
 1B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED.
  
 1C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 1E) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND
 GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 RESIDENT INSPECTORS. COMMENT # 14. THREE (3) COPIES OF
 ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT AND SLABS,
 PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.) MUST BE
 SUBMITTED TO THE BUILDING DEPARTMENT. TWO REVIEWED SETS
 OF DOCUMENTS WILL BE RETURNED TO THE JOB SITE BEFORE
 ANY OF THE ABOVE ARE INSTALLED ON THE JOB.
  
 1F) PLEASE CALL THE CITY OF WEST PALM BEACH'S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 2) BUILDING PROVISO, OWNER OF PERMIT IS AT OWN RISK:
 SHEET S-SCRN-2 IT WOULD APPEAR THAT THERE WILL BE
 BOTTOM OF SLAB PENETRATIONS WHERE NEW SLABS ARE BEING
 POURED BELOW THE EXISTING LEVELS. THE SOILS REPORT
 INDICATES THE WATER LEVEL IS APPROXIMATELY 10 FEET
 BELOW GRADE. PLEASE PROVIDE A DE-WATERING PLAN. THE
 RADISE SOILS REPORT RECOMMENDS UNDER THE HEADING 7.5
 THE DEWATERING SYSTEM EMPLOYED SHOULD BE CAPABLE OF
 MAINTAINING A PRE-DRAINED SURFACE A MINIMUM OF 24
 INCHES BELOW THE EXCAVATED BOTTOMS. PLEASE PROVIDE
 DOCUMENTATION HOW THE EXCAVATED AREAS TO BE CONCRETED
 ARE GOING TO BE KEPT DRY FOR SUITABLE BEARING VALUES.
 1803.6 REPORTING. (5) RECOMMENDATIONS FOR FOUNDATION
 TYPE AND DESIGN CRITERIA, INCLUDING BUT NOT LIMITED TO:
 BEARING CAPACITY OF NATURAL OR COMPACTED SOIL;
 MITIGATION OF THE EFFECTS OF LIQUEFACTION, DIFFERENTIAL
 SETTLEMENT AND VARYING SOIL STRENGTH; AND THE EFFECTS
 OF ADJACENT LOADS.
  
 3) BUILDING PROVISO: DEFERRED SUBMITTALS. 2014 FBC-B
 1609.1.2 PROTECTION OF OPENINGS, 1609.6.4.4.1
 COMPONENTS & CLADDING. FLORIDA DEPARTMENT OF COMMUNITY
 AFFAIRS, ADMINISTRATIVE CODE 61G20-3.005, RULE 9N-3
 NOV. 01/ 2010 (31) SUB-CATEGORY OF PRODUCTS OR
 CONSTRUCTION SYSTEMS THAT WILL REQUIRE PRODUCT
 APPROVALS:
 (31)(A) EXTERIOR DOORS ,MULLIONS & ROOF HATCHES.
 (B) WINDOWS & MULLIONS
 (C) PANEL WALLS: STOREFRONTS, CURTAIN WALLS, WALL
 LOUVERS, EFIS SYSTEMS,
 (D) ROOFING PRODUCTS AND ASSEMBLIES, ROOF TOP
 VENTILATORS
 (E) SHUTTERS
 (F) SKYLIGHTS
 (G) EXTERIOR COOLER, FREEZERS & PRE-ENGINEERED A/C
 STANDS
  
 FBC 107.3.4.1 PRODUCT APPROVALS. THOSE PRODUCTS WHICH
 ARE REGULATED BY THE DCA RULE 9N-03 SHALL BE REVIEWED
 AND APPROVED IN WRITING BY THE DESIGNER OF RECORD PRIOR
 TO SUBMITTAL FOR JURISDICTIONAL APPROVAL. FL
 61G1-23.015 (2) THE ARCHITECT IS RESPONSIBLE FOR
 SUPERVISING AND REVIEWING ALL PROJECT DATA, REPORTS,
 SHOP DRAWINGS ETC..
  
 4) BUILDING PROVISO: SHEET S-GEN-2 INDICATES ITEMS THAT
 ARE TO BE DEFERRED SUBMITTALS.
 4A) PRECAST CONCRETE UNITS
 4B) ATTACHMENT OF MECHANICAL UNITS TO SUPPORTS
 4C) ATTACHMENT OF PROCESS UNIT/ EQUIPMENT TO SUPPORT
 4D) SPECIALTY CONSTRUCTION OF PIPE SUPPORTS
 NOTE IF THE ABOVE SUBMITTALS ARE TO BE BY A DELEGATE
 ENGINEER PLEASE REVIEW: 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-03-03 Cont ID  
Sent By jwitmer Date 2017-03-03 Time 06:56 Rev Time 0.00
Received By jwitmer Date 2017-03-03 Time 06:48 Sent To  
Notes
2017-03-03 06:56:18BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120051
 ADD: 4375 EASLEY DR. IMPROVEMENTS TO THE HEADWORKS
 STRUCTURE
 CONT: TBD
 TEL: 954-609-1525
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 2ND REVIEW
 DATE: FRI. MARCH 03/ 2017
 ACTION: DENIED
  
 1) COMPLIED.
  
 2) 2ND REQUEST. PLEASE NOTE ONLY (1) ORIGINAL SIGNED
 AND SEALED SOILS REPORT WAS SUBMITTED. 2014 FLORIDA
 BUILDING CODE W 2014 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE,
 CHAPTER 1, ADMINISTRATION SECTION 107.1 SUBMITTAL
 DOCUMENTS CONSISTING OF CONSTRUCTION DOCUMENTS,
 STATEMENT OF SPECIAL INSPECTIONS, GEOTECHNICAL REPORT
 AND OTHER DATA SHALL BE SUBMITTED IN TWO OR MORE SETS
 WITH EACH PERMIT APPLICATION.
  
 3)2ND REQUEST. THE PLANS AFFILIATED WITH THE SCREENS
 STRUCTURE(S-SCRN) AND THE GRIT REMOVAL STRUCTURE
 (S-GRT) SHOW MASSIVE CONCRETE RESTORATION WORK. SHEET
 S-GEN-2 STRUCTURAL OBSERVATIONS INDICATES THERE IS TO
 BE AN ENGINEER ONSITE FOR QUALITY INSURANCE
 INSPECTIONS. THE CITY BELIEVES THIS PROJECT WOULD BEST
 BE SUITED WITH AN ONSITE RESIDENT INSPECTOR. IF THE
 CONTRACTOR AND OR OWNERS REPRESENTATIVE WOULD LIKE THE
 RESIDENT INSPECTOR TO ALSO COMPLETE THE STRUCTURAL
 INSPECTIONS FOR THE NEW SCREENINGS BUILDING, THEN LIST
 BOTH PERMIT NUMBERS ON THE RESIDENT INSPECTOR FORM.
  
 3A) 2ND REQUEST. ONCE A CONTRACTOR HAS BEEN SELECTED
 RESIDENT INSPECTOR FORMS WILL BE E-MAILED TO THEM SO
 ALL PARTIES INVOLVED WILL BE ABLE TO SIGN THE RESIDENT
 INSPECTOR AGREEMENT. IF THERE IS ANY OTHER
 REPRESENTATIVE THAT WOULD LIKE THE RESIDENT INSPECTOR
 FORMS E-MAILED, PLEASE CONTACT ME BY E-MAIL. E-MAIL
 [email protected]. RESIDENT INSPECTOR FORMS MUST BE
 SIGNED BY ALL PARTIES NOTARIZED AND RETURNED TO THE
 BUILDING DEPARTMENT.
  
 3B) 2ND REQUEST. FOR THE RESIDENT INSPECTOR PLEASE
 PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS
 PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL
 CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL
 OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE
 RESUME' IS REVIEWED, AN INTERVIEW WILL BE SCHEDULED.
  
 3C) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3D) 2ND REQUEST. NOTE FOR PAPER PLANS 3 SETS OF
 DOCUMENTS ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE RESIDENT INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS.
  
 3E) 2ND REQUEST. 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 110.3.9 AND GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING RESIDENT INSPECTORS. COMMENT # 14. THREE (3)
 COPIES OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT
 AND SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.)
 MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO
 REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB
 SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB.
  
 3F)2ND REQUEST. PLEASE CALL THE CITY OF WEST PALM
 BEACH?S AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS.
  
 4) BUILDING PROVISO: THIS REVIEW NO PRODUCT INFORMATION
 WAS SUBMITTED FOR THE PRODUCTS THAT WILL BE USED IN THE
 CONCRETE RESTORATION NOR THE VARIOUS COATING SYSTEMS TO
 BE USED IN THE PROCESS. 107.2.1.3 ADDITIONAL
 INFORMATION IS REQUIRED.
  
 5) BUILDING PROVISO, OWNER OF PERMIT IS AT OWN RISK:
 SHEET S-SCRN-2 IT WOULD APPEAR THAT THERE WILL BE
 BOTTOM OF SLAB PENETRATIONS WHERE NEW SLABS ARE BEING
 POURED BELOW THE EXISTING LEVELS. THE SOILS REPORT
 INDICATES THE WATER LEVEL IS APPROXIMATELY 10 FEET
 BELOW GRADE. PLEASE PROVIDE A DE-WATERING PLAN. THE
 RADISE SOILS REPORT RECOMMENDS UNDER THE HEADING 7.5
 THE DEWATERING SYSTEM EMPLOYED SHOULD BE CAPABLE OF
 MAINTAINING A PRE-DRAINED SURFACE A MINIMUM OF 24
 INCHES BELOW THE EXCAVATED BOTTOMS. PLEASE PROVIDE
 DOCUMENTATION HOW THE EXCAVATED AREAS TO BE CONCRETED
 ARE GOING TO BE KEPT DRY FOR SUITABLE BEARING VALUES.
 1803.6 REPORTING. (5) RECOMMENDATIONS FOR FOUNDATION
 TYPE AND DESIGN CRITERIA, INCLUDING BUT NOT LIMITED TO:
 BEARING CAPACITY OF NATURAL OR COMPACTED SOIL;
 MITIGATION OF THE EFFECTS OF LIQUEFACTION, DIFFERENTIAL
 SETTLEMENT AND VARYING SOIL STRENGTH; AND THE EFFECTS
 OF ADJACENT LOADS.
  
 6) BUILDING PROVISO: SHEET S-GEN-2 INDICATES ITEMS THAT
 ARE TO BE DEFERRED SUBMITTALS.
 6A) PRECAST CONCRETE UNITS
 6B) ATTACHMENT OF MECHANICAL UNITS TO SUPPORTS
 6C) ATTACHMENT OF PROCESS UNIT/ EQUIPMENT TO SUPPORT
 6D) SPECIALTY CONSTRUCTION OF PIPE SUPPORTS
 NOTE IF THE ABOVE SUBMITTALS ARE TO BE BY A DELEGATE
 ENGINEER PLEASE REVIEW: 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
  
 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-12-22 Cont ID  
Sent By jwitmer Date 2016-12-22 Time 12:37 Rev Time  
Received By jwitmer Date 2016-12-21 Time   Sent To  
Notes
2016-12-21 15:20:28BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16120051
 ADD: 4375 EASLEY DR. IMPROVEMENTS TO THE HEADWORKS
 STRUCTURE
 CONT: TBD
 TEL: 954-609-1525
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 1ST REVIEW
 DATE: WED. DEC. 21/ 2016
 ACTION: DENIED
  
 1A) THE COVERSHEET INDICATES THE SUBMITTED PLANS ARE
 VOLUME 2 OF 2. WHERE IS VOLUME 1 OF 2? IT WOULD APPEAR
 ONLY ? OF THE PLANS WERE SUBMITTED? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 1B) THE PLANS INDICATE THE SUBMITTED PLANS ARE FOR
 PERMIT SET NOT CONSTRUCTION, IS THERE GOING TO BE A
 DIFFERENT SET OF PLANS TO BUILD THE STRUCTURE? IF SO
 THEY WILL NEED TO BE REVIEWED AND APPROVED. 107.3.1
 APPROVAL OF CONSTRUCTION DOCUMENTS. WHEN THE BUILDING
 OFFICIAL ISSUES A PERMIT, THE CONSTRUCTION DOCUMENTS
 SHALL BE NOTED, IN WRITING OR BY STAMP, AS ?REVIEWED
 FOR CODE
 COMPLIANCE.? ONE SET OF CONSTRUCTION DOCUMENTS SO
 REVIEWED SHALL BE RETAINED BY THE BUILDING OFFICIAL.
 THE OTHER SET SHALL BE RETURNED TO THE APPLICANT, SHALL
 BE KEPT AT THE SITE OF WORK AND
 SHALL BE OPEN TO INSPECTION BY THE BUILDING OFFICIAL OR
 A DULY AUTHORIZED REPRESENTATIVE.
  
 2) PLEASE NOTE ONLY (1) ORIGINAL SIGNED AND SEALED
 SOILS REPORT WAS SUBMITTED. 2014 FLORIDA BUILDING CODE
 W 2014 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE,
 CHAPTER 1, ADMINISTRATION SECTION 107.1 SUBMITTAL
 DOCUMENTS CONSISTING OF CONSTRUCTION DOCUMENTS,
 STATEMENT OF SPECIAL INSPECTIONS, GEOTECHNICAL REPORT
 AND OTHER DATA SHALL BE SUBMITTED IN TWO OR MORE SETS
 WITH EACH PERMIT APPLICATION.
  
 3) THE PLANS AFFILIATED WITH THE SCREENS
 STRUCTURE(S-SCRN) AND THE GRIT REMOVAL STRUCTURE
 (S-GRT) SHOW MASSIVE CONCRETE RESTORATION WORK. SHEET
 S-GEN-2 STRUCTURAL OBSERVATIONS INDICATES THERE IS TO
 BE AN ENGINEER ONSITE FOR QUALITY INSURANCE
 INSPECTIONS. THE CITY BELIEVES THIS PROJECT WOULD BEST
 BE SUITED WITH AN ONSITE RESIDENT INSPECTOR. IF THE
 CONTRACTOR AND OR OWNERS REPRESENTATIVE WOULD LIKE THE
 RESIDENT INSPECTOR TO ALSO COMPLETE THE STRUCTURAL
 INSPECTIONS FOR THE NEW SCREENINGS BUILDING, THEN LIST
 BOTH PERMIT NUMBERS ON THE RESIDENT INSPECTOR FORM.
 3A) ONCE A CONTRACTOR HAS BEEN SELECTED RESIDENT
 INSPECTOR FORMS WILL BE E-MAILED TO THEM SO ALL PARTIES
 INVOLVED WILL BE ABLE TO SIGN THE RESIDENT INSPECTOR
 AGREEMENT. IF THERE IS ANY OTHER REPRESENTATIVE THAT
 WOULD LIKE THE RESIDENT INSPECTOR FORMS E-MAILED,
 PLEASE CONTACT ME BY E-MAIL. E-MAIL [email protected].
 RESIDENT INSPECTOR FORMS MUST BE SIGNED BY ALL PARTIES
 NOTARIZED AND RETURNED TO THE BUILDING DEPARTMENT.
  
 3B) FOR THE RESIDENT INSPECTOR PLEASE PROVIDE A RESUME'
 OF INSPECTION EXPERIENCE ON PREVIOUS PROJECT. THE
 RESUME' MUST BE ACCOMPANIED BY ALL CERTIFICATES AS
 SPECIFIED HEREIN. THE BUILDING OFFICIAL OR HIS DESIGNEE
 WILL REVIEW THE RESUME'. AFTER THE RESUME' IS REVIEWED,
 AN INTERVIEW WILL BE SCHEDULED.
  
 3C) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 3D) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE, THE
 PERMIT LIBRARIAN WILL E-MAIL YOU, THE APPROVED AND
 BATCH STAMPED PLANS SO YOU MAY PRINT YOUR PLANS, TWO
 SETS OF PLANS WILL NEED TO BE PRINTED IN COLOR, (1) FOR
 THE RESIDENT INSPECTOR, THE OTHER FOR THE MEP
 INSPECTORS.
  
 3E) 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA
 BUILDING CODE, CHAPTER 1, ADMINISTRATION, 110.3.9 AND
 GUIDELINES AND POLICIES FOR PROJECTS CONCERNING
 RESIDENT INSPECTORS. COMMENT # 14. THREE (3) COPIES OF
 ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT AND SLABS,
 PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.) MUST BE
 SUBMITTED TO THE BUILDING DEPARTMENT. TWO REVIEWED SETS
 OF DOCUMENTS WILL BE RETURNED TO THE JOB SITE BEFORE
 ANY OF THE ABOVE ARE INSTALLED ON THE JOB.
  
 3F) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR
 IN-PROGRESS INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS.
  
 4) THIS 1ST REVIEW NO PRODUCT INFORMATION WAS SUBMITTED
 FOR THE PRODUCTS THAT WILL BE USED IN THE CONCRETE
 RESTORATION NOR THE VARIOUS COATING SYSTEMS TO BE USED
 IN THE PROCESS. 107.2.1.3 ADDITIONAL INFORMATION IS
 REQUIRED.
  
 5) SHEET S-SCRN-2 IT WOULD APPEAR THAT THERE WILL BE
 BOTTOM OF SLAB PENETRATIONS WHERE NEW SLABS ARE BEING
 POURED BELOW THE EXISTING LEVELS. THE SOILS REPORT
 INDICATES THE WATER LEVEL IS APPROXIMATELY 10 FEET
 BELOW GRADE. PLEASE PROVIDE A DE-WATERING PLAN. THE
 RADISE SOILS REPORT RECOMMENDS UNDER THE HEADING 7.5
 THE DEWATERING SYSTEM EMPLOYED SHOULD BE CAPABLE OF
 MAINTAINING A PRE-DRAINED SURFACE A MINIMUM OF 24
 INCHES BELOW THE EXCAVATED BOTTOMS. PLEASE PROVIDE
 DOCUMENTATION HOW THE EXCAVATED AREAS TO BE CONCRETED
 ARE GOING TO BE KEPT DRY FOR SUITABLE BEARING VALUES.
 1803.6 REPORTING. (5) RECOMMENDATIONS FOR FOUNDATION
 TYPE AND DESIGN CRITERIA, INCLUDING BUT NOT LIMITED TO:
 BEARING CAPACITY OF NATURAL OR COMPACTED SOIL;
 MITIGATION OF THE EFFECTS OF LIQUEFACTION, DIFFERENTIAL
 SETTLEMENT AND VARYING SOIL STRENGTH; AND THE EFFECTS
 OF ADJACENT LOADS.
  
 6) SHEET S-GEN-2 INDICATES ITEMS THAT ARE TO BE
 DEFERRED SUBMITTALS.
 6A) PRECAST CONCRETE UNITS
 6B) ATTACHMENT OF MECHANICAL UNITS TO SUPPORTS
 6C) ATTACHMENT OF PROCESS UNIT/ EQUIPMENT TO SUPPORT
 6D) SPECIALTY CONSTRUCTION OF PIPE SUPPORTS
  
 NOTE IF THE ABOVE SUBMITTALS ARE TO BE BY A DELEGATE
 ENGINEER PLEASE REVIEW: 61G15-30.003 ENGINEERING
 DOCUMENT CLASSIFICATION. FL 61G-15-30.006 (3) THE
 DELEGATED ENGINEER SHALL FORWARD THE DELEGATED
 ENGINEERING DOCUMENTS TO THE ENGINEER OF RECORD FOR
 REVIEW.
 7) WHEN RESUBMITTING PLANS PLEASE INDICATE THE REVISION
 & REMOVE ANY VOIDED SHEETS & REPLACE ANY PAGES AS
 NECESSARY. A TRANSMITTAL LETTER LISTING THE ORIGINAL
 REVIEW COMMENT NUMBER, WITH A DESCRIPTION OF THE
 REVISION MADE, IDENTIFYING THE SHEET OR SPECIFICATION
 PAGE WHERE THE CHANGES CAN BE FOUND WILL HELP TO
 EXPEDITE YOUR PERMIT. THANK YOU FOR YOUR ANTICIPATED
 COOPERATION.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-02-27 Cont ID  
Sent By vperez Date 2017-02-27 Time 14:00 Rev Time 0.00
Received By vperez Date 2017-02-27 Time 14:00 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-12-27 Cont ID  
Sent By vperez Date 2016-12-27 Time 11:33 Rev Time 0.00
Received By vperez Date 2016-12-27 Time 11:07 Sent To  
Notes
2016-12-27 11:33:31INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011
 COMMENTS:
  
 1. E1.00-1.01- GENERAL NOTES TO CONSTRUCTION DOCUMENTS:
 PLEASE PROVIDE A BLOCK NOTE INDICATING THE REQUIRED
 SEPARATE PERMITS AND DATA SPECIFICATION SHEET
 SUBMITTALS FOR ALL SITE LIGHTING AND ASSOCIATED
 EQUIPMENT, TEMPORARY GENERATOR USE, ALL LOW VOLTAGE
 SYSTEMS TO INCLUDE BUT NOT LIMITED TO, CCTV, PHONE AND
 DATA, WIRELESS SYSTEMS, ETC. A NOTE WILL SUFFICE.
 2. PROVIDE A GENERAL NOTE TO INDICATE REQUIREMENTS TO
 MAINTAIN BURIAL DEPTHS PER NEC 300.5 TO ALL SITE
 REWORK.
 3. PROVIDE A SHOW COMPLIANCE WITH FBC EC 405.7.3,
 405.7.4 SEE VERBIAGE IN THE CODE REGARDING VOLTAGE DROP
 AND COMPLETIONS DOCUMENTS.
 4. PLEASE ADDRESS FIRE COMMENTS RELATED TO EM LIGHTING
 REQUIREMENTS.
 5. PLEASE SHOW REVISED AIC CALCULATION BASED ON
 INFORMATION PROVIDED BY FPL UTILITY FOR APPROVAL. NEC
 110.24 FBC 107.
 6. PROVIDE GENERAL NOTES TO ELECTRICAL RISER DIAGRAM TO
 INDICATE NEC 110.16. ARC FLASH WARNING
 7. COMMENTS MAY FOLLOW UPON RE-REVIEW. PLEASE FEEL FREE
 TO CONTACT ME SHOULD YOU HAVE ANY
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
  
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-02-23 Cont ID  
Sent By pleduc Date 2017-02-23 Time   Rev Time 0.00
Received By pleduc Date 2017-02-23 Time 12:46 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-12-16 Cont ID  
Sent By pleduc Date 2016-12-16 Time   Rev Time 0.00
Received By pleduc Date 2016-12-16 Time 15:13 Sent To  
Notes
2016-12-16 15:13:37THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1) SHEET G-GEN7 - AN AREA FOR CONTRACTOR TRAILERS IN
 INDICATED ON A NOTE.
  
 CONSTRUCTION, DEMOLITION, AND RENOVATION SHALL COMPLY
 WITH NFPA 241. EXTRA ATTENTION SHALL BE GIVEN TO THE
 PERMITTING AND LOCATION OF CONSTRUCTION TRAILERS.
  
 A PERMIT IS REQUIRED FOR ANY CONSTRUCTION TRAILER
 RELATED TO THIS PROJECT. SEPARATION DISTANCES FROM MAIN
 STRUCTURES AS WELL AS OTHER TRAILERS SHALL BE CLOSELY
 MONITORED FOR THE REQUIREMENTS OF FIRE SPRINKLER
 PROTECTION.
  
 PER NFPA 241, 4.2 TEMPORARY OFFICES AND SHEDS; TABLE
 4.2.1 SEPARATION DISTANCES, FIRE SPRINKLERS ARE
 REQUIRED IN EACH TRAILER.
 4.2.1* SEPARATION DISTANCES BETWEEN BUILDINGS UNDER
 CONSTRUCTION AND CONSTRUCTION-RELATED STRUCTURES, SUCH
 AS TEMPORARY OFFICES, TRAILERS, SHEDS, AND OTHER
 FACILITIES FOR THE STORAGE OF TOOLS AND MATERIALS
 HAVING COMBUSTIBLE CONSTRUCTION OR CONTENTS, SHALL BE
 IN ACCORDANCE WITH TABLE 4.2.1.
  
 1) 20 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 30 FEET
 2) 30 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 35 FEET
 3) 40 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 40 FEET
 4) 50 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 45 FEET
 5) 60 FEET EXPOSED LENGTH SHALL BE SEPARATED FROM
 ADJACENT STRUCTURES BY AT LEAST 50 FEET
 6) GREATER THAN 60 FEET EXPOSED LENGTH SHALL BE
 SEPARATED FROM ADJACENT STRUCTURES BY AT LEAST 60 FEET
 **A 75 PERCENT REDUCTION IN SEPARATION DISTANCES SHALL
 BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
  
 NOTES:
 (1) WHERE THE SEPARATION DISTANCE BETWEEN TEMPORARY
 STRUCTURES IS LESS THAN THE MINIMUM SEPARATION
 DISTANCE, THEN THE EXPOSING WALL LENGTH SHALL BE
 CONSIDERED TO BE THE SUM OF THE INDIVIDUAL EXPOSING
 WALL LENGTHS OF THE TEMPORARY STRUCTURES.
 (2) A 75 PERCENT REDUCTION IN SEPARATION DISTANCES
 SHALL BE PERMITTED TO BE APPLIED, PROVIDED AUTOMATIC
 SPRINKLER PROTECTION IS USED IN THE EXPOSING STRUCTURE.
 (3) THE SEPARATION DISTANCES APPLY TO SINGLE-LEVEL
 STRUCTURES ONLY. THIS TABLE DOES NOT APPLY TO
 MULTILEVEL, UNSPRINKLERED STRUCTURES. A LEVEL, WHERE
 APPLYING THIS TABLE, IS 3600 MM (144 IN.).
  
 4.2.2* DETACHMENT BETWEEN TEMPORARY STRUCTURES,
 ADEQUATE TEMPORARY FIXED FIRE PROTECTION SYSTEMS, AND
 PORTABLE EQUIPMENT SHALL BE PROVIDED AS REQUIRED BY THE
 AUTHORITY HAVING JURISDICTION.
  
 PLEASE PROVIDE A NOTE OF COMPLAINCE AND ACKNOWLEDGEMENT
 OR THE ABOVE REQUIRMENTS.
  
  
 2) SHEET A-SCBG1 - THE SCEENING BLDG MAY BE CLASSIFIED
 A U OCCUPANCY WITHIN THE FL BLDG CODE; HOWEVER, IT
 APPEARS TO BE A STORAGE OCCUPANCY UNDER THE FLORIDA
 FIRE PREVENTION CODE.
  
 NFPA 42, STORAGE OCCUPANCY
  
 42.2.8 ILLUMINATION OF MEANS OF EGRESS.
 42.2.8.1 MEANS OF EGRESS SHALL BE ILLUMINATED IN
 ACCORDANCE WITH SECTION 7.8.
  
  
 7.8 ILLUMINATION OF MEANS OF EGRESS.
 7.8.1 GENERAL.
 7.8.1.1* ILLUMINATION OF MEANS OF EGRESS SHALL BE
 PROVIDED IN ACCORDANCE WITH SECTION 7.8 FOR EVERY
 BUILDING AND STRUCTURE WHERE REQUIRED IN CHAPTERS 11
 THROUGH 43. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 ACCESS SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, AND PASSAGEWAYS LEADING
 TO AN EXIT. FOR THE PURPOSES OF THIS REQUIREMENT, EXIT
 DISCHARGE SHALL INCLUDE ONLY DESIGNATED STAIRS, AISLES,
 CORRIDORS, RAMPS, ESCALATORS, WALKWAYS, AND EXIT
 PASSAGEWAYS LEADING TO A PUBLIC WAY. 7.8.1.2
 ILLUMINATION OF MEANS OF EGRESS SHALL BE CONTINUOUS
 DURING THE TIME THAT THE CONDITIONS OF OCCUPANCY
 REQUIRE THAT THE MEANS OF EGRESS BE AVAILABLE FOR USE,
 UNLESS OTHERWISE PROVIDED IN
 7.8.1.2.2.
  
 PLEASE PROVIDE THE ABOVE REQUIREMENT.
  
  
  
 3) SHEET A-SCBG1 - THE SCEENING BLDG MAY BE CLASSIFIED
 A U OCCUPANCY WITHIN THE FL BLDG CODE; HOWEVER, IT
 APPEARS TO BE A STORAGE OCCUPANCY UNDER THE FLORIDA
 FIRE PREVENTION CODE.
  
 42.2.9 EMERGENCY LIGHTING. EMERGENCY LIGHTING SHALL BE
 PROVIDED IN NORMALLY OCCUPIED STORAGE OCCUPANCIES IN
 ACCORDANCE WITH SECTION 7.9, EXCEPT FOR SPACES OCCUPIED
 ONLY DURING DAYLIGHT HOURS WITH NATURAL ILLUMINATION IN
 ACCORDANCE WITH 42.2.8.2.
 42.2.10 MARKING OF MEANS OF EGRESS. MEANS OF EGRESS
 SHALL HAVE SIGNS IN ACCORDANCE WITH SECTION 7.10.
  
 PLEASE PROVIDE THE ABOVE REQUIREMENT.
  
  
 4) SHEET A-SCBG1 - THE SCEENING BLDG MAY BE CLASSIFIED
 A U OCCUPANCY WITHIN THE FL BLDG CODE; HOWEVER, IT
 APPEARS TO BE A STORAGE OCCUPANCY UNDER THE FLORIDA
 FIRE PREVENTION CODE.
  
 7.10 MARKING OF MEANS OF EGRESS.
 7.10.1 GENERAL.
 7.10.1.1 WHERE REQUIRED. MEANS OF EGRESS SHALL BE
 MARKED IN ACCORDANCE WITH SECTION 7.10 WHERE REQUIRED
 IN CHAPTERS 11 THROUGH 43.
 7.10.1.2 EXITS.
 7.10.1.2.1* EXITS, OTHER THAN MAIN EXTERIOR EXIT DOORS
 THAT OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS EXITS,
 SHALL BE MARKED BY AN APPROVED SIGN THAT IS READILY
 VISIBLE FROM ANY DIRECTION OF EXIT ACCESS.
  
 PLEASE PROVIDE THE ABOVE REQUIREMENT.
  
  
 5) THE DOOR SCHEDULE DOES NOT INDICATE THE TYPE OF EXIT
 HARDWARE, LATCH AND/OR HANDLE OPERATION TYPE.
  
 42.2.2.2 DOORS.
 42.2.2.2.1 DOORS COMPLYING WITH 7.2.1 SHALL BE
 PERMITTED.
  
 7.2.1 DOOR OPENINGS.
 7.2.1.1 GENERAL.
 7.2.1.1.1 A DOOR ASSEMBLY IN A MEANS OF EGRESS SHALL
 CONFORM TO THE GENERAL REQUIREMENTS OF SECTION 7.1 AND
 TO THE SPECIAL REQUIREMENTS OF 7.2.1.
  
 7.2.1.5 LOCKS, LATCHES, AND ALARM DEVICES.
 7.2.1.5.1 DOOR LEAVES SHALL BE ARRANGED TO BE OPENED
 READILY FROM THE EGRESS SIDE WHENEVER THE BUILDING IS
 OCCUPIED.
 7.2.1.5.2* THE REQUIREMENT OF 7.2.1.5.1 SHALL NOT APPLY
 TO DOOR LEAVES OF LISTED FIRE DOOR ASSEMBLIES AFTER
 EXPOSURE TO ELEVATED TEMPERATURE IN ACCORDANCE WITH THE
 LISTING, BASED ON LABORATORY FIRE TEST PROCEDURES.
 7.2.1.5.3 LOCKS, IF PROVIDED, SHALL NOT REQUIRE THE USE
 OF A KEY, A TOOL, OR SPECIAL KNOWLEDGE OR EFFORT FOR
 OPERATION FROM THE EGRESS SIDE.
  
 PLEASE PROVIDE FOR THE ABOVE REQUIREMENTS.
  
  
  
 6) A LIFE SAFETY PLAN DOES NOT APPEAR TO BE PROVIDED
 REGARDING THE GRIT REMOVAL AND PRE-TREATMENT STRUCTURES
 SHOWING PATHS OF TRAVEL THROUGH GRATINGS, STAIRS AND
 GAURDRAIL SYSTEMS.
  
 PLEASE PROVIDE A LIFE SAFETY PLAN THAT OUTLINES ALL
 PEDESTRIAN WAYS, EXIT ACCESS, AND EXIT DISCHARGES TO A
 PUBLIC WAY, INCLUDING MARKING OF THE MEANS OF EGRESS,
 ILLUMINATION OF THE EXIT TRAVEL PATHS, AND INCLUDE ANY
 GATES ALONG THE PATH AND DIRECTIONAL INDICATORS.
  
  
 7) WHEN RESUBMITTING, PLEASE PROVIDE PLAN SHEET
 REVISION CLOUDS OR NUMBERED NARRATIVE RESPONSES TO THE
 ABOVE.
  
 8) ADDITIONAL COMMENTS MAY BE PROVIDED ON THE
 RE-SUBMITTAL OF THE ABOVE.
  
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
  
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-04-04 Cont ID  
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Notes
2018-04-04 10:54:41NOTICE TO PROCEED ISSUED, BOND OBTAINED
  
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Notes
2018-04-04 10:53:58PROJECT OUT TO BID
  
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Notes
2017-02-15 12:49:52C34
 **TRAVELLING WITH 16120050**
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Notes
2016-12-06 08:59:08C34
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Notes
***NONE***
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Rev No 1 Status N Date 2016-12-20 Cont ID  
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Notes
***NONE***
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***NONE***
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Rev No 1 Status P Date 2017-03-13 Cont ID  
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Notes
2017-03-13 11:26:58RESIDENT INSPECTOR PROJECT& AGREEMENTFORMS / BUILDING
 PLAN REVIEW
 W. P. B. PERMIT: 16120051
 ADD: 4375 EASLEY DR. IMPROVEMENTS TO THE HEADWORKS
 STRUCTURE
 CONT: TBD
 TEL: 954-609-1525
 E-MAIL: [email protected]
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
 3RD REVIEW
 DATE: MON. MARCH 13/ 2017
 ACTION: BUILDING PROVISO/ HOLD ON ISSUANCE.
  
 1) THE PLANS AFFILIATED WITH THE SCREENS
 STRUCTURE(S-SCRN) AND THE GRIT REMOVAL STRUCTURE
 (S-GRT) SHOW MASSIVE CONCRETE RESTORATION WORK. SHEET
 S-GEN-2 STRUCTURAL OBSERVATIONS INDICATES THERE IS TO
 BE AN ENGINEER ONSITE FOR QUALITY INSURANCE
 INSPECTIONS. THE CITY BELIEVES THIS PROJECT WOULD BEST
 BE SUITED WITH AN ONSITE RESIDENT INSPECTOR. IF THE
 CONTRACTOR AND OR OWNERS REPRESENTATIVE WOULD LIKE THE
 RESIDENT INSPECTOR TO ALSO COMPLETE THE STRUCTURAL
 INSPECTIONS FOR THE NEW SCREENINGS BUILDING, THEN LIST
 BOTH PERMIT NUMBERS ON THE RESIDENT INSPECTOR FORM.
  
 1A) 2ND REQUEST. ONCE A CONTRACTOR HAS BEEN SELECTED
 RESIDENT INSPECTOR FORMS WILL BE E-MAILED TO THEM SO
 ALL PARTIES INVOLVED WILL BE ABLE TO SIGN THE RESIDENT
 INSPECTOR AGREEMENT. IF THERE IS ANY OTHER
 REPRESENTATIVE THAT WOULD LIKE THE RESIDENT INSPECTOR
 FORMS E-MAILED, PLEASE CONTACT ME BY E-MAIL. E-MAIL
 [email protected]. RESIDENT INSPECTOR FORMS MUST BE
 SIGNED BY ALL PARTIES NOTARIZED AND RETURNED TO THE
 BUILDING DEPARTMENT.
  
 1B) 2ND REQUEST. FOR THE RESIDENT INSPECTOR PLEASE
 PROVIDE A RESUME' OF INSPECTION EXPERIENCE ON PREVIOUS
 PROJECT. THE RESUME' MUST BE ACCOMPANIED BY ALL
 CERTIFICATES AS SPECIFIED HEREIN. THE BUILDING OFFICIAL
 OR HIS DESIGNEE WILL REVIEW THE RESUME'. AFTER THE
 RESUME' IS REVIEWED, AN INTERVIEW WILL BE SCHEDULED.
  
 1C) 2ND REQUEST. THE CONTRACTOR WILL PRODUCE A JOB
 SUMMARY OR HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1D) 2ND REQUEST. NOTE FOR PAPER PLANS 3 SETS OF
 DOCUMENTS ARE REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT
 ISSUANCE, THE PERMIT LIBRARIAN WILL E-MAIL YOU, THE
 APPROVED AND BATCH STAMPED PLANS SO YOU MAY PRINT YOUR
 PLANS, TWO SETS OF PLANS WILL NEED TO BE PRINTED IN
 COLOR, (1) FOR THE RESIDENT INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS.
  
 1E) 2ND REQUEST. 2010 WEST PALM BEACH AMENDMENTS TO THE
 FLORIDA BUILDING CODE, CHAPTER 1, ADMINISTRATION,
 110.3.9 AND GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING RESIDENT INSPECTORS. COMMENT # 14. THREE (3)
 COPIES OF ALL SHOP DRAWINGS (HANDRAILS, PRECAST JOINT
 AND SLABS, PRODUCT APPROVALS, TRUSSES, BAR JOIST, ETC.)
 MUST BE SUBMITTED TO THE BUILDING DEPARTMENT. TWO
 REVIEWED SETS OF DOCUMENTS WILL BE RETURNED TO THE JOB
 SITE BEFORE ANY OF THE ABOVE ARE INSTALLED ON THE JOB.
  
 1F)2ND REQUEST. PLEASE CALL THE CITY OF WEST PALM
 BEACH?S AUTOMATED TELEPHONE INSPECTIONS LINE (561)
 805-6700) FOR IN-PROGRESS INSPECTIONS FOR AUDITING OF
 JOBSITE INSPECTIONS.
  
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
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Notes
2018-05-01 08:26:15SEE 18041269
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Notes
***NONE***


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