Plan Review Details - Permit 16060825
Plan Review Stops For Permit 16060825
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status P Date 2017-12-13 Cont ID  
Sent By shill Date 2017-12-13 Time 08:54 Rev Time 0.00
Received By shill Date 2017-12-13 Time 08:08 Sent To  
Notes
***NONE***
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status P Date 2017-04-05 Cont ID  
Sent By shill Date 2017-04-05 Time 17:21 Rev Time 0.00
Received By shill Date 2017-04-05 Time 16:47 Sent To  
Notes
2017-04-05 16:54:53**PROVISOS**
 **ISSUED AT APPLICANT'S RISK**
  
 PER ARCHITECT, ALL VERTICAL DATUM IS NGVD29. CIVILS TO
 BE REVISED TO INCLUDE.
  
 FUTURE ELECTRIC SUBMITTALS TO INCLUDE TITLE BLOCK IN
 COMPLIANCE WITH FAC61G15-23, FS 471.
  
 THE CHANGES SHOWN ON THE REVISED ARCHITECTURAL SHEETS
 ARE TO BE INCORPORATED INTO ALL OTHER PAGES AS
 APPLICABLE.
 CHANGES TO TRADES NOT SIGNIFICANTLY AFFECTED BY THIS
 CHANGE MAY BE SUBMITTED WITH THE BUILDING PERMIT RATHER
 THAN THIS FOUNDATION PERMIT. STRUCTURAL PAGES ARE TO BE
 SUBMITTED AS A REVISION TO THIS PERMIT.
  
 105.13 PHASED PERMIT APPROVAL. AFTER SUBMITTAL OF THE
 APPROPRIATE CONSTRUCTION DOCUMENTS, THE BUILDING
 OFFICIAL IS AUTHORIZED TO ISSUE A PERMIT FOR THE
 CONSTRUCTION OF FOUNDATIONS OR ANY OTHER PART OF A
 BUILDING OR STRUCTURE BEFORE THE CONSTRUCTION DOCUMENTS
 FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN
 SUBMITTED. THE HOLDER OF SUCH PERMIT FOR THE FOUNDATION
 OR OTHER PARTS OF A BUILDING OR STRUCTURE SHALL PROCEED
 AT THE HOLDER'S OWN RISK WITH THE BUILDING OPERATION
 AND WITHOUT ASSURANCE THAT A PERMIT FOR THE ENTIRE
 STRUCTURE WILL BE GRANTED. CORRECTIONS MAY BE REQUIRED
 TO MEET THE REQUIREMENTS OF THE TECHNICAL CODES. THIS
 PROVISION IS ONLY FOR THE FLORIDA BUILDING CODE, ALL
 OTHER AGENCY APPROVALS NECESSARY FOR CONSTRUCTION MUST
 BE SECURED PRIOR TO THIS PROVISION BEING APPLIED.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2017-03-23 Cont ID  
Sent By shill Date 2017-03-23 Time 15:35 Rev Time 0.00
Received By shill Date 2017-03-23 Time 12:17 Sent To  
Notes
2017-03-23 16:14:42**PROVISOS**
  
 PER ARCHITECT, ALL VERTICAL DATUM IS NGVD29. CIVILS TO
 BE REVISED TO INCLUDE.
  
 FUTURE ELECTRIC SUBMITTALS TO INCLUDE TITLE BLOCK IN
 COMPLIANCE WITH FAC61G15-23, FS 471.
  
 ISSUED AT APPLICANT'S RISK (FOUNDATION ONLY).
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-01-12 Cont ID  
Sent By shill Date 2017-01-13 Time 15:50 Rev Time 0.00
Received By shill Date 2017-01-06 Time 14:18 Sent To  
Notes
2017-01-12 15:50:48****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 ***REGARDING COMMENTS RELATED TO TITLE BLOCK ISSUES: DO
 NOT REVISE SHEET AT THIS TIME UNLESS THE SHEET IS
 REVISED TO ADDRESS OTHER COMMENTS***
  
 1. SHEET A.009, ADA DETAILS INCLUDE DIMENSIONS WHICH DO
 NOT COMPLY, OR COMPLIANCE NOT CLEAR. FOR INSTANCE, FBC
 A 604.4 REQUIRES THAT THE TOP OF THE SEAT BE 17" - 19",
 DETAILS ARE NOT CLEAR IF THEY MEASURE TO THE TOP OF THE
 SEAT OR THE TOP OF THE LID. 609.4 REQUIRES THAT THE
 GRAB BARS BE MEASURED TO THE TOP OF THE BAR; DETAILS
 MEASURE TO THE CENTER OF THE BAR. AS THIS IS A
 FOUNDATION PERMIT, ALL DETAILS WERE NOT REVIEWED.
 REVISE OR REMOVE DETAILS.
  
 IF NOT NEEDED BY OTHERS, IT IS ACCEPTABLE TO REMOVE
 THESE PAGES.
  
 2. SHERRI K. GUTIERREZ (AR92855) SIGNED AND SEALED SOME
 SHEETS, ANNE SETON COTTER (ILLEGIBLE LICENSE NUMBER)
 SEALED OTHER SHEETS. PLEASE ALSO SEE FS481, THE
 ARCHITECT'S TITLE BLOCK IS TO INCLUDE THE PRINTED NAME
 AND LICENSE NUMBER OF THE INDIVIDUAL SIGNING AND
 SEALING THE SHEET, AND THE CERTIFICATE OF AUTHORIZATION
 FOR THE FIRM.
  
 IS IT DESIGNER'S INTENT TO HAVE TWO ARCHITECTS FOR THIS
 PROJECT? IF PORTIONS WILL BE DESIGNED BY SOMEONE OTHER
 THAN THE ARCHITECT OF RECORD, PLEASE CONTACT ME. IF
 NOT, PROVIDE ALL PLAN SHEETS WHICH ARE REQUIRED TO BE
 SIGNED AND SEALED PREPARED BY THE ARCHITECT OF RECORD.
 (I DO NOT CONSIDER RENDERINGS SHEETS REQUIRED TO BE
 SIGNED AND SEALED)
  
 THE COVER SHEET STATES THAT ARCHITECT OF RECORD IS
 SHERRI K. GUTIERREZ AND THAT SHEET INCLUDES THE
 THRESHOLD STATEMENT.
  
 3. SHEET A.010 INCLUDES OUTDATED CODE STANDARDS
 THROUGHOUT THE PAGE; FOR INSTANCE, ADA CONDO GENERAL
 NOTES 1 STATES "TO COMPLY WITH THE 2007 FLORIDA
 BUILDING CODE". CHECK ALL REFERENCES AND REVISE.
  
 4. CIVIL SHEETS DO NOT STATE WHETHER VERTICAL DATUM IS
 NGVD29 OR NAVD88. THIS IS INCLUDED ON THE COVER SHEET
 BUT IT IS RECOMMENDED THAT THIS INFORMATION BE
 INCORPORATED INTO ALL SHEETS.
  
 5. ALL ENGINEERS WHO DESIGN UNDER FBC ARE TO TAKE AN
 ADVANCED FLORIDA BUILDING CODE COURSE WITHIN ONE YEAR
 OF ADOPTION. THIS COURSE WAS DUE BY JUNE 30, 2016. THE
 WEBSITE MYFLORIDABUILDING.ORG DOES NOT REFLECT THAT ALL
 OF THE ENGINEERS HAVE TAKEN THIS COURSE. PLEASE CONTACT
 FBPE IF THE WEBSITE IS INCORRECT. IF CORRECT, PLEASE
 RESOLVE. THIS WILL NOT PREVENT PERMIT ISSUANCE BUT THE
 BUILDING DEPARTMENT IS REQUIRED TO INFORM FBPE.
  
 6. ENGINEER IS TO REVIEW THE SOILS REPORT. SHEET S001
 FOUNDATIONS INCLUDES A REFERENCE TO THE SOILS REPORT
 DATED APRIL 11, 2016. THIS REPORT WAS UPDATED ON
 12/13/16. REVISE SHEET S001 OR PROVIDE A SHOP DRAWING
 REVIEW STAMP OR REVIEW LETTER.
  
 7. SEE PREVIOUS LIST; "NOTICE AT RISK, THIS PERMIT IS
 FOR A FOUNDATION ONLY, PLEASE PROVIDE AN APPENDIX TO
 THE PERMIT APPLICATION, DESCRIPTION OF WORK, AS TO WHAT
 WORK IS TO BE ACCOMPLISHED UNDER THIS FOUNDATION
 PERMIT. THE CITY CONSIDERS A FOUNDATION PERMIT ANY WORK
 TO BE COMPLETED UNTIL THE BUILDING LEVEL IS EVEN WITH
 GRADE."
  
 PLEASE PROVIDE REQUESTED APPENDIX TO THE PERMIT
 APPLICATION SO THAT THE PERMIT DESCRIPTION CAN BE
 REVISED.
  
 PLEASE ALSO BE ADVISED THAT CONSTRUCTION UP TO GRADE
 LEVEL IS NOT A REQUIREMENT; IT IS A LIMITATION OF THE
 "FOUNDATION" PERMIT TYPE. CONSTRUCTION HIGHER THAN
 GRADE IS A "STRUCTURE" PERMIT TYPE. APPLICANT'S
 RESPONSE WAS TO INCREASE THE SCOPE UNDER THIS PERMIT TO
 INCLUDE ALL ADDITIONAL ITEMS UP TO GRADE LEVEL. THIS IS
 ACCEPTABLE BUT NOT REQUIRED.
  
 8. I WAS UNABLE TO LOCATE A CODE SUMMARY FROM THE
 ARCHITECT WHICH INCLUDES BASIC INFORMATION SUCH AS
 GOVERNING CODE, OCCUPANCY CLASSIFICATIONS, BUILDING
 TYPE. THIS INFORMATION IS TYPICALLY INCLUDED IN THE
 LIFE SAFETY PLANS, BUT THOSE SHEETS WERE REMOVED FROM
 THE PLAN. EITHER ADVISE AS TO WHERE THIS CAN BE LOCATED
 OR REVISE PLAN TO INCLUDE.
  
 9. PLEASE SEE THE SPECIFIC LANGUAGE IN FS 553.79 (7):
  
 (D) ALL PLANS FOR THE BUILDING WHICH ARE REQUIRED TO BE
 SIGNED AND SEALED BY THE ARCHITECT OR ENGINEER OF
 RECORD CONTAIN A STATEMENT THAT, TO THE BEST OF THE
 ARCHITECT?S OR ENGINEER?S KNOWLEDGE, THE PLANS AND
 SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM
 BUILDING CODES AND THE APPLICABLE FIRESAFETY STANDARDS
 AS DETERMINED BY THE LOCAL AUTHORITY IN ACCORDANCE WITH
 THIS CHAPTER AND CHAPTER 633.
  
 LANGUAGE ON THE ENGINEER'S PLAN IS NOT CONSISTENT WITH
 THE STATUTE. EITHER REVISE OR SEND RATIONALE VIA EMAIL
 AND I'LL FORWARD TO THE BUILDING OFFICIAL AND / OR FBPE
 FOR DETERMINATION AS TO WHETHER THE EXACT LANGUAGE
 SPECIFIED BY THE FLORIDA STATUTE IS REQUIRED.
  
 10. ALL LIFE SAFETY PLANS WERE REMOVED. PLEASE PROVIDE
 A LIFE SAFETY PLAN FOR THE POOL DECK AREAS. SEE FBC B
 TABLE 1004.1.2, 15 SF PER PERSON IS REQUIRED FOR POOL
 DECKS. THE LIFE SAFETY PLAN SHOULD INCLUDE OCCUPANT
 LOAD, EXITS, EXIT WIDTHS FOR THIS AREA (NOT NECESSARILY
 FOR THE ENTIRE FLOOR, ALTHOUGH INFORMATION REGARDING
 ADDITIONAL OCCUPANTS IS REQUIRED IF EXITS ARE REQUIRED
 TO BE UTILIZED BY OTHER OCCUPANTS ON THE FLOOR). THIS
 IS BEING REQUESTED DUE TO ISSUES ON MORE THAN ONE
 PROJECT RELATED TO THIS ISSUE, AND IN SOME INSTANCES AN
 ADDITIONAL EXIT WAS REQUIRED. AN EMAIL WAS SENT TO THE
 APPLICANT REQUESTING THIS INFORMATION VIA EMAIL IF
 AVAILABLE.
  
 NOTE THAT A COMPREHENSIVE LIFE SAFETY REVIEW IS NOT
 PERFORMED ON A FOUNDATION PERMIT, BUT FOUNDATION PERMIT
 SHOULD INCLUDE STRUCTURAL ITEMS WHICH WOULD BE
 DIFFICULT TO INSTALL RETROACTIVELY.
  
 11. SHEET E.002, THE PRINTED NAME AND LICENSE NUMBER OF
 THE INDIVIDUAL SIGNING AND SEALING THE PLAN, THE
 CERTIFICATE OF AUTHORIZATION NUMBER FOR THE FIRM ARE
 REQUIRED TO BE INCLUDED IN THE TITLE BLOCK, FS471,
 FAC61G15-23.001.
  
 THIS PROJECT HAS PASSED ELECTRICAL REVIEW. FUTURE
 SUBMITTALS INCLUDE A TITLE BLOCK IN COMPLIANCE WITH
 FAC61G15-23, FS 471. DO NOT REVISE AT THIS TIME UNLESS
 A NEW SHEET IS SUBMITTED.
  
 12. ADVISORY, PERMIT WILL BE ISSUED AT APPLICANT'S RISK
 (FOUNDATION ONLY).
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-06-27 Cont ID  
Sent By jwitmer Date 2016-06-27 Time 13:51 Rev Time 0.00
Received By shill Date 2016-06-24 Time 14:19 Sent To  
Notes
2016-06-24 16:46:51BUILDING PLAN REVIEW
 W. P. B. PERMIT: 16020825
 ADD: 550 N. QUADRILLE BLVD.
 CONT: TBD/ TO BE DETERMINED
 TEL: 561-659-2233 /[email protected]
 E-MAIL: [email protected] ANNE COTTER
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION
  
  
  
 1ST REVIEW
 DATE: MON. JUNE 27/ 2016
 ACTION: DENIED
  
 1A) NOTICE AT RISK, THIS PERMIT IS FOR A FOUNDATION
 ONLY, PLEASE PROVIDE AN APPENDIX TO THE PERMIT
 APPLICATION, DESCRIPTION OF WORK, AS TO WHAT WORK IS TO
 BE ACCOMPLISHED UNDER THIS FOUNDATION PERMIT. THE CITY
 CONSIDERS A FOUNDATION PERMIT ANY WORK TO BE COMPLETED
 UNTIL THE BUILDING LEVEL IS EVEN WITH GRADE.
  
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 107.3.3. THE BUILDING
 OFFICIAL IS AUTHORIZED TO ISSUE A PERMIT FOR THE
 CONSTRUCTION OF FOUNDATIONS OR ANY OTHER PART OF A
 BUILDING OR STRUCTURE BEFORE THE CONSTRUCTION DOCUMENTS
 FOR THE WHOLE BUILDING OR STRUCTURE HAVE BEEN
 SUBMITTED, PROVIDED THAT ADEQUATE INFORMATION AND
 DETAILED STATEMENTS HAVE BEEN FILED COMPLYING WITH
 PERTINENT REQUIREMENTS OF THIS CODE. THE HOLDER OF SUCH
 PERMIT FOR THE FOUNDATION OR OTHER PARTS OF A BUILDING
 OR STRUCTURE SHALL PROCEED AT THE HOLDERS OWN RISK WITH
 THE BUILDING OPERATION AND WITHOUT ASSURANCE THAT A
 PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
  
 1B) ON THE PERMIT APPLICATION THE DESCRIPTION OF WORK
 IS LISTED AS FOUNDATION WORK. ON THE STRUCTURAL PLANS
 WHAT WAS SUBMITTED UNDER THE FOUNDATION DRAWINGS APPEAR
 TO BE ONLY FOR AUGER CAST PILE AND PILE CAP NO OTHER
 WORK, PLEASE CLARIFY THE SCOPE OF WORK? 107.2.1.3
 ADDITIONAL INFORMATION IS REQUIRED.
  
 2) NOTICE ONLY; THE CITY OF WEST PALM BEACH ART IN
 PUBLIC PLACES ORDINANCE REQUIREMENT THAT APPLIES TO ANY
 REMODEL OR NEW CONSTRUCTION PROJECT FOR WHICH THE
 PERMIT APPLICATION WAS SUBMITTED AFTER 7/1/14, AND THE
 TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $500,000. PER CITY OF WEST PALM BEACH
 ORDINANCE NO. 4504-14, AND CITY OF WEST PALM BEACH CODE
 OF ORDINANCES, ARTICLE V, ART IN PUBLIC PLACES, SECTION
 78-123(A) AND SECTION 78-126(A), THE ART ASSESSMENT IS
 1% OF THE TOTAL PROJECT CONSTRUCTION COST.
  
 PER CITY OF WEST PALM BEACH CODE OF ORDINANCES, ARTICLE
 V, ART IN PUBLIC PLACES, SECTION 78-122, RENOVATION AND
 NEW CONSTRUCTION PROJECTS ARE ASSESSED CUMULATIVELY, SO
 THE ART ASSESSMENT WILL BE APPLICABLE TO ALL FUTURE
 PROJECTS.
  
 3) THE SUBMITTED DOCUMENTS, SOILS REPORT, SURVEY, NOR
 NONE OF THE PLANS SUBMITTED UNDER 00000_OWP-FOUNDATION
 PERMIT WERE ELECTRONICALLY SIGNED NOR SEALED.
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS (ELECTRONIC SEALS).
  
 4) THE SOILS REPORT SUBMITTED NOT REVIEWED BY THE
 ENGINEER OF RECORD. PAGE 4 OF 74 INDICATES THE SOILS
 REPORT WAS NOT PROVIDED WITH STRUCTURAL LOADING
 INFORMATION. FOR THE PURPOSE OF THIS REPORT WE ASSUME
 THE MAXIMUM COLUMN LOADS WILL BE ON THE TOWER OF 3,500
 TO 5,000 KIPS FOR THE TOWER 800 TO 1200 KIPS FOR THE
 PODIUM. WE ALSO ASSUME THE FLOOR SLAB SHALL BE 200
 LBS./ SQ. FT. OR LESS. THE STRUCTURAL ENGINEER WILL
 NEED TO VERIFY THESE ASSUMPTIONS TO BE CORRECT.
  
 5) THRESHOLD BUILDING 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 OCCUPANCY CLASSIFICATION AS DENIED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SQ. FT. IN
 AREA AND AN OCCUPANT CONTENT OF GREATER THAN 500
 PERSONS.
  
 5A) SEMI- COMPLIED. SHEET 05003_ THRESHOLD NOTES THE
 PLAN DOES NOT STATE A THRESHOLD INSPECTION PLAN.
 109.3.6.1 THRESHOLD INSPECTION PLAN. THE ENFORCING
 AGENCY SHALL REQUIRE A (WRITTEN/ TYPED) 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 STRUCTURAL INSPECTION PLAN IS TO PROVIDE
 SPECIFIC INSPECTION PROCEDURES AND SCHEDULES SO THAT
 THE BUILDING CAN BE ADEQUATELY INSPECTED FOR COMPLIANCE
 WITH THE PERMITTED DOCUMENTS.
  
 5B) THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUEST FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FL S S
 553.79(5) FLORIDA STATUTES TO THE MINIMUM INSPECTIONS
 REQUIRED BY THIS CODE. THE THRESHOLD INSPECTION FORMS
 ARE REQUIRED TO BE FILED OUT BY ALL PARTIES WITH
 INTEREST, NOTARIZED AND RETURNED TO THIS OFFICE, AND
 REVIEWED AND APPROVED BEFORE PERMIT ISSUANCE WILL TAKE
 PLACE.
 FORMS WERE MAILED TO: [email protected] &
 [email protected] SENT: 6/27/2016 11:33 AM.
  
 5C) THRESHOLD BLDG., REQUIRED STATEMENT: W.P.B.
 AMENDMENT 110.3.7.4.4 ALL PLANS FOR THE BUILDING WHICH
 ARE REQUIRED TO BE SIGNED AND SEALED BY THE ARCHITECT
 OR ENGINEER OF RECORD CONTAIN A STATEMENT THAT, TO THE
 BEST OF THE ARCHITECT'S OR 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.
  
 5D) 110.3.7.4.3 ALL SHORING AND RESHORING PROCEDURES,
 PLANS AND DETAILS SHALL BE SUBMITTED TO THE ENFORCEMENT
 AGENCY FOR RECORDKEEPING. EACH SHORING AND RESHORING
 INSTALLATION SHALL BE SUPERVISED, INSPECTED AND
 CERTIFIED TO BE IN COMPLIANCE WITH THE SHORING
 DOCUMENTS BY THE CONTRACTOR.
  
 5E) FOR THE SPECIAL 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.
  
 5F) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 5G) NOTE FOR PAPER PLANS 3 SETS OF DOCUMENTS ARE
 REQUIRED. FOR DIGITAL PLANS, AFTER PERMIT ISSUANCE,
 PLEASE E-MAIL THE PERMIT LIBRARIAN OF THE PERMIT BEING
 ISSUED, THE PERMIT LIBRARIAN WILL THEN 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 THRESHOLD INSPECTOR, THE OTHER FOR
 THE MEP INSPECTORS OTHER PLANS YOU WISH TO PRINT MAYBE
 IN BLACK & WHITE..
 2010 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION, 110.3.7 THRESHOLD
 BUILDINGS, GUIDELINES AND POLICIES FOR PROJECTS
 CONCERNING SPECIAL INSPECTORS.
  
 5H) PLEASE CALL THE CITY OF WEST PALM BEACH?S AUTOMATED
 TELEPHONE INSPECTIONS LINE (561) 805-6700) FOR ALL
 BUILDING INSPECTIONS FOR AUDITING OF JOBSITE
 INSPECTIONS WITHOUT THIS THE PERMIT EXPIRES IN 6
 MONTHS, ABANDONMENT OF JOB, NO INSPECTION ACTIVITY.
  
 5I) 109.3.6 THRESHOLD BUILDINGS, OPERATING GUIDELINES
 FOR THRESHOLD INSPECTORS #26. ASSURE THAT THE DESIGNER
 HAS REQUIRED ON THE PLANS OR SPECIFICATIONS ONE
 MATERIAL, APPROVED FOR FIRE STOPPING PENETRATIONS, FOR
 WALLS AND CEILINGS.
  
 6) PLEASE SHOW HOW SLOPE LIMITS WILL BE ACHIEVED. 2014
 FBC-B 3304.1.1 SLOPE LIMITS. SLOPES FOR PERMANENT FILL
 SHALL NOT BE STEEPER THAN ONE UNIT VERTICAL IN TWO
 UNITS HORIZONTAL (50-PERCENT SLOPE). CUT SLOPES FOR
 PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN ONE
 UNIT VERTICAL IN TWO UNITS HORIZONTAL (50-PERCENT
 SLOPE). DEVIATION FROM THE FOREGOING LIMITATIONS FOR
 CUT SLOPES SHALL BE PERMITTED ONLY UPON THE
 PRESENTATION OF A SOIL INVESTIGATION REPORT ACCEPTABLE
 TO THE BUILDING OFFICIAL.
  
 7) WHEN EXCAVATING WILL THE EXCESS SOILS BE STORED ON
 SITE? 2014 FBC-B 3304.1.2 SURCHARGE. NO FILL OR OTHER
 SURCHARGE LOADS SHALL BE PLACED ADJACENT TO ANY
 BUILDING OR STRUCTURE UNLESS SUCH BUILDING OR STRUCTURE
 IS CAPABLE OF WITHSTANDING THE ADDITIONAL LOADS CAUSED
 BY THE FILL OR SURCHARGE. EXISTING FOOTINGS OR
 FOUNDATIONS WHICH CAN BE AFFECTED BY ANY EXCAVATION
 SHALL BE UNDERPINNED ADEQUATELY OR OTHERWISE PROTECTED
 AGAINST SETTLEMENT AND SHALL BE PROTECTED AGAINST LATER
 MOVEMENT.
  
 8) PLEASE PROVIDE COMPLIANCE WITH: POLLUTION PREVENTION
 PLAN. 2014 FBC-B 3307.1 PROTECTION REQUIRED. ADJOINING
 PUBLIC AND PRIVATE PROPERTY SHALL BE PROTECTED FROM
 DAMAGE DURING CONSTRUCTION, REMODELING AND DEMOLITION
 WORK. PROVISIONS SHALL BE MADE TO CONTROL WATER RUNOFF
 AND EROSION DURING CONSTRUCTION OR DEMOLITION
 ACTIVITIES. THE PERSON MAKING OR CAUSING AN EXCAVATION
 TO BE MADE SHALL PROVIDE WRITTEN NOTICE TO THE OWNERS
 OF ADJOINING BUILDINGS ADVISING THEM THAT THE
 EXCAVATION IS TO BE MADE AND THAT THE ADJOINING
 BUILDINGS SHOULD BE PROTECTED. SAID NOTIFICATION SHALL
 BE DELIVERED NOT LESS THAN 10 DAYS PRIOR TO THE
 SCHEDULED STARTING DATE OF THE EXCAVATION.
  
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 109.3.10 IMPACT OF CONSTRUCTION. ALL
 CONSTRUCTION ACTIVITY REGULATED BY THIS CODE SHALL BE
 PERFORMED 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 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 PARCEL SHALL AS A
 PERMIT CONDITION, PROVIDE A PROFESSIONALLY PREPARED
 DRAINAGE PLAN CLEARLY INDICATING COMPLIANCE WITH THIS
 PARAGRAPH. UPON COMPLETION OF THE IMPROVEMENT, A
 CERTIFICATION FROM A LICENSED ENGINEER SHALL BE
 SUBMITTED TO THE INSPECTOR IN ORDER TO RECEIVE APPROVAL
 OF THE FINAL INSPECTION.
  
 9) PLEASE PROVIDE COMPLIANCE WITH: 2014 FBC-B 3303.5
 WATER ACCUMULATION. PROVISION SHALL BE MADE TO PREVENT
 THE ACCUMULATION OF WATER OR DAMAGE TO ANY FOUNDATIONS
 ON THE PREMISES OR THE ADJOINING PROPERTY.
  
 10) 2014 FBC-B 3306.9 ADJACENT TO EXCAVATIONS. EVERY
 EXCAVATION ON A SITE LOCATED 5 FEET (1524 MM) OR LESS
 FROM THE STREET LOT LINE SHALL BE ENCLOSED WITH A
 BARRIER NOT LESS THAN 6 FEET (1829 MM) HIGH. WHERE
 LOCATED MORE THAN 5 FEET (1524 MM) FROM THE STREET LOT
 LINE, A BARRIER SHALL BE ERECTED WHEN REQUIRED BY THE
 BUILDING OFFICIAL. BARRIERS SHALL BE OF ADEQUATE
 STRENGTH TO RESIST WIND PRESSURE AS SPECIFIED IN
 CHAPTER 16.
  
 11) PERIMETER FENCING UNDER A SEPARATE PERMIT. PLEASE
 PROVIDE COMPLIANCE WITH: 2014 FBC-B 3306.5 BARRIERS.
 BARRIERS SHALL BE A MINIMUM OF 8 FEET (2438 MM) IN
 HEIGHT AND SHALL BE PLACED ON THE SIDE OF THE WALKWAY
 NEAREST THE CONSTRUCTION. BARRIERS SHALL EXTEND THE
 ENTIRE LENGTH OF THE CONSTRUCTION SITE.
  
 12) 2014 FBC-B [F] 3309.1 WHERE REQUIRED. ALL
 STRUCTURES UNDER CONSTRUCTION SHALL BE PROVIDED WITH
 NOT LESS THAN ONE APPROVED PORTABLE FIRE EXTINGUISHER
 IN ACCORDANCE WITH SECTION 906 AND SIZED FOR NOT LESS
 THAN ORDINARY HAZARD AS FOLLOWS:
 1. AT EACH STAIRWAY ON ALL FLOOR LEVELS WHERE
 COMBUSTIBLE MATERIALS HAVE ACCUMULATED.
 2. IN EVERY STORAGE AND CONSTRUCTION SHED.
 3. ADDITIONAL PORTABLE FIRE EXTINGUISHERS SHALL BE
 PROVIDED WHERE SPECIAL HAZARDS EXIST, SUCH AS THE
 STORAGE AND USE OF FLAMMABLE AND COMBUSTIBLE LIQUIDS.
 9F) 2014 FBC-B 3309.2 FIRE HAZARDS.
 THE PROVISIONS OF THIS CODE AND THE FLORIDA FIRE
 PREVENTION CODE SHALL BE STRICTLY OBSERVED TO SAFEGUARD
 AGAINST ALL FIRE HAZARDS ATTENDANT UPON CONSTRUCTION
 OPERATIONS.
  
 13) 2014 FBC-B [F] 3311.1 WHERE REQUIRED. IN BUILDINGS
 REQUIRED TO HAVE STANDPIPES BY SECTION 905.3.1, NOT
 LESS THAN ONE STANDPIPE SHALL BE PROVIDED FOR USE
 DURING CONSTRUCTION. SUCH STANDPIPES SHALL BE INSTALLED
 WHEN THE PROGRESS OF CONSTRUCTION IS NOT MORE THAN 40
 FEET (12 192 MM) IN HEIGHT ABOVE THE LOWEST LEVEL OF
 FIRE DEPARTMENT VEHICLE ACCESS. SUCH STANDPIPE SHALL BE
 PROVIDED WITH FIRE DEPARTMENT HOSE CONNECTIONS AT
 ACCESSIBLE LOCATIONS ADJACENT TO USABLE STAIRS. SUCH
 STANDPIPES SHALL BE EXTENDED AS CONSTRUCTION PROGRESSES
 TO WITHIN ONE FLOOR OF THE HIGHEST POINT OF
 CONSTRUCTION HAVING SECURED DECKING OR FLOORING.
  
 14) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 109.3.10.1 HURRICANE 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 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.
  
 15) ALL CONSTRUCTION TRAILERS (MOBILE OR MODULAR
 BUILDINGS) THAT ARE GOING TO HAVE MEETING IN THEM WILL
 BE REQUIRED TO GET A PERMIT, 102.2( E ) MOBILE OR
 MODULAR STRUCTURES USED AS TEMPORARY OFFICES, EXCEPT
 THAT THE PROVISIONS OF PART V (SECTION 553.501-553.513,
 FLORIDA STATUTES) RELATING TO ACCESSIBILITY BY PERSONS
 WITH DISABILITIES, AND PERMITS SHALL BE REQUIRED FOR
 STRUCTURAL SUPPORT AND TIE DOWN, ELECTRICAL SUPPLY, AND
 ALL UTILITY CONNECTIONS TO SUCH MOBILE OR MODULAR
 STRUCTURES.
  
 16) DEPENDING ON THE SIZE OF THE CONSTRUCTION TRAILERS,
 CLOSENESS TO BUILDINGS AND OR OTHER CONSTRUCTION
 TRAILERS THE FIRE DEPARTMENT THROUGH THE FIRE
 PREVENTION CODE MAY REQUIRE FIRE SPRINKLERS.
  
 17) TO DATE THERE HAS BEEN NO PERMIT APPLIED FOR, FOR
 TEST PILING INCOMPLIANCE WITH THE 2014 FBC-B
 1810.3.3.1.2 LOAD TEST.
  
 18) TO DATE WE HAVE NO COMPANY SIGNED ON TO OVERSEE THE
 AUGER CAST PILE OR TEST PILE. FBC-B 1803.4 QUALIFIED
 REPRESENTATIVE. 2014 FLORIDA BUILDING CODE W * 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION SECTION 117 TESTS. THE
 BUILDING OFFICIAL MAY REQUIRE TESTS OR TEST REPORTS AS
 PROOF OF COMPLIANCE. REQUIRED TESTS ARE TO BE MADE AT
 THE EXPENSE OF THE OWNER, OR AGENT, BY AN APPROVED
 TESTING LABORATORY OR OTHER APPROVED AGENCY.
  
 19) SHEET 05001_FDN NOTES-S1 THE GN-DESIGN LOADS
 INDICATE THE WIND DESIGN CRITERIA BUT DO NOT PROVIDE
 THE POSITIVE AND NEGATIVE PRESSURES. WILL COMPLIANCE
 WITH THE 2014 FBC-B 1609.1.1 DETERMINATION OF WIND
 LOADS BE TAKEN IN ACCORDANCE WITH EXCEPTION #6 WIND
 TUNNEL TEST IN ACCORDANCE WITH CHAPTER 31 OF ASCE 7-10?
  
 20) THE SOILS REPORT UNDER THE HEADING OF 6.2.2
 BASEMENT DEWATERING HAS PUT FORTH VARIOUS CONCEPTS IN
 REGARDS TO DEWATERING AND ALTERNATIVE METHODS PLEASE
 PROVIDE WHICH CONCEPT WILL BE USED ON THIS PROJECT.
 PLEASE PROVIDE COMPLIANCE WITH 2014 FBC-B 1803.5.4
 GROUND-WATER TABLE.
 A SUBSURFACE SOIL INVESTIGATION SHALL BE PERFORMED TO
 DETERMINE WHETHER THE EXISTING GROUND-WATER TABLE IS
 ABOVE OR WITHIN 5 FEET (1524 MM) BELOW THE ELEVATION OF
 THE LOWEST FLOOR LEVEL WHERE SUCH FLOOR IS LOCATED
 BELOW THE FINISHED GROUND LEVEL ADJACENT TO THE
 FOUNDATION.
  
 21) CONCERNS THE PLANS DO NOT PROVIDE DOCUMENTATION OF
 CODE SECTION 2014 FBC-B 403.3.2 REQUIRED FIRE PUMPS
 SHALL BE SUPPLIED BY CONNECTIONS TO A MINIMUM OF (2)
 WATER MAINS LOCATED IN DIFFERENT STREETS. ALSO REVIEW
 THE EXCEPTION.
  
 22) THERE IS A QUESTION OF THE BONDING OF THE STEEL
 RE-ENFORCEMENT FOR ELECTRICAL. IS THERE ALSO GOING TO
 BE ANY LIGHTNING BONDING GOING TO BE REQUIRED? PERMIT
 WILL NEED TO BE PULLED FOR THE SCHEDULING OF THESE
 INSPECTIONS, NO DETAILS.
  
 23) 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.
  
 24) 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 CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
 DEVELOPMENT SERVICES HOME PAGE
 HTTP://WWW.CITYOFWPB.COM/CONSTRUCTION/INDEX.PHP
  
 PLEASE NOTE: FLORIDA HAS A VERY BROAD PUBLIC RECORDS
 LAW. WRITTEN COMMUNICATIONS TO OR FROM LOCAL OFFICIALS
 REGARDING CITY BUSINESS ARE PUBLIC RECORD, AVAILABLE TO
 THE PUBLIC UPON REQUEST. YOUR E-MAIL COMMUNICATIONS ARE
 THEREFORE SUBJECT TO PUBLIC DISCLOSURE.
  
 MEMBER OF BOAF: BUILDING OFFICIALS ASSOCIATION OF
 FLORIDA SAVING LIVES AND PROPERTY SINCE 1953
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-01-09 Cont ID  
Sent By vperez Date 2017-01-09 Time 11:25 Rev Time 0.00
Received By vperez Date 2017-01-09 Time 11:25 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2016-07-08 Cont ID  
Sent By vperez Date 2016-07-08 Time 13:44 Rev Time 0.00
Received By vperez Date 2016-07-08 Time 13:44 Sent To  
Notes
2016-07-08 13:52:37INITIAL ELECTRICAL PLAN REVIEW
  
 APPLICABLE CODES IN EFFECT:
 FLORIDA BUILDING CODE 2014 5TH EDITION
 FLORIDA BUILDING CODE ENERGY CONSERVATION 2014 5TH
 EDITION
 NFPA 70- 2011 NEC
 COMMENTS: FOUNDATION PERMIT ONLY
  
 1. E-001- UPDATE ELECTRICAL CODE ANALYSIS TO REFLECT
 NEC 2011 NOT 2014 AS SHOWN. FBC 107.3.5
 2. E502- PROVIDE A GENERAL NOTE TO INDICATE REQUIRED
 SEPARATE PERMIT REQUIRED FOR THE LIGHTING PROTECTION
 WITH ALL ASSOCIATED DOCUMENTATION.
 3. E1.01- PROVIDE A NOTE TO INDICATE NEC 300.5 BURIAL
 DEPTHS AND ALSO A NOTE THAT NO BACKFILL IS TO BE
 PERFORMED BEFORE ANY FIELD INSPECTIONS.
 4. PROVIDE THE ELECTRICAL RISER SHEET SHOWING THE SIZE
 OF THE GROUNDING ELECTRODE CONDUCTOR TO FOOTER (BOND).
 5. PLEASE FEEL FREE TO CONTACT ME SHOULD YOU HAVE ANY
 QUESTIONS REGARDING THIS PROJECT.
  
  
 VALENTINO PEREZ
 ELECTRICAL PLANS EXAMINER II
 561-805-6717
 [email protected]
  
Review Stop ENG ENGINEERING CSD
Rev No 4 Status P Date 2018-11-13 Cont ID  
Sent By mgonzale Date 2018-11-13 Time 10:15 Rev Time 0.00
Received By mgonzale Date   Time   Sent To  
Notes
2018-11-13 10:16:31PERMIT 16060825 IS INCLUSIVE OF THE PAVING REMOVAL AND
 FOUNDATION FOOTPRINT LAYOUT. TREE DISPOSITION AND TREE
 MITIGATION WILL BE REQUIRED FOR THE PILING PHASE.
  
 POLLUTION PREVENTION PLAN MUST BE IN EFFECT AT ALL
 TIMES. ENGINEERING WILL INSPECT THE SITE WITHOUT NOTICE
 A MINIMUM OF THREE TIMES FOR COMPLIANCE.
 OUR DEPARTMENT WILL USE THE FOLLOWING TEMPLATES FOR
 PERFORMING INSPECTIONS AS PART NPDES MS4
 RESPONSABILITIES.
 HTTP://PBCO-NPDES.ORG/WRITTENPROCEDURES.ASP
  
 MANNY GONZALEZ
 SENIOR ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
  
  
Review Stop ENG ENGINEERING CSD
Rev No 3 Status F Date 2017-05-11 Cont ID  
Sent By mgonza; Date 2017-05-11 Time   Rev Time 0.00
Received By mgonzale Date 2017-05-11 Time 15:10 Sent To I
Notes
2017-05-11 15:12:35NO BOND POSTED WITH ENGINEERING.
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 HTTP://WWW.WPB.ORG/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS
 /FORMS,-PERMITS-APPLICATIONS
  
2017-05-11 15:11:39ENGINEERING APPROVAL REQUIRED PRIOR TO PERMIT ISSUANCE
 APPLICANT HAS DISCUSSED WITH MANNY GONZALEZ AND IS
 AWARE OF REQUIREMENTS
  
  
Review Stop ENG ENGINEERING CSD
Rev No 2 Status F Date 2017-02-02 Cont ID  
Sent By Mgonzale Date 2017-02-02 Time   Rev Time 0.50
Received By mgonzale Date 2017-02-02 Time   Sent To I
Notes
2017-02-02 16:51:05REQUIRES - LAND STABILIZATION BOND WITH CITY
 ENGINEERING DEPARTMENT TO BE POSTED AT CITY OF WPB
 ENGINEERING DEPT.
  
 [email protected]
  
  
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-08-24 Cont ID  
Sent By mgonzale Date 2016-08-24 Time   Rev Time 0.50
Received By mgonzale Date 2016-08-24 Time   Sent To  
Notes
2016-08-24 12:00:54#1 NOTE PLANS THAT UTILITIES SHOWN WILL NOT BE
 INSTALLED AS PART OF THE FOUNDATION PERMIT.
  
 #2 NOTE: CALL 811 BEFORE DIG (CITY OF WEST PALM BEACH
 PUBLIC UTILITIES USED TO RUN THRU SITE)
 CONTACT DISPATCH (561) 822-2222 SHOULD YOU ENCOUNTER
 LIVE CITY OF WPB UTILITIES.
 (CAPPING, TEMPORARY SERVICES AND RELOCATIONS SHALL BE
 PERFORMED AT DEVELOPERS EXPENSE WITH CITY OF WPB
 PUBLIC UTILITY SUPERVISION)
  
 #3 NOTE: INFORMATION SHOWN ON THE DRAWINGS AS TO THE
 LOCATION OF EXISTING UTILITIES HAS BEEN PREPARED
 FROM THE MOST RELIABLE DATA AVAILABLE TO THE ENGINEER.
 THIS INFORMATION IS NOT GURANTEED, HOWEVER,
 AND IT SHALL BE THE CONTRACTOR'S RESPONSABILITY TO
 DETERMINE THE LOCATION, CHARACTER AND DEPTH OF EXISTING
 UTILITIES.
  
 #4 ENGINEERING SERVICES EROSION CONTROL & LAND
 STABILIZATION BOND (ORD. 4060-07) REQUIRED.
 BASEND ON ENGINEER'S COST ESTIMATE TO RESTORE SITE TO
 SURFACE, GRASSED, EQUAL OR BETTER CONDITION!
 SEE LINK BELOW: PERFORMANCE BOND ? PUBLIC IMPROVEMENTS
 HTTP://WPBFL.US/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
 RMS,-PERMITS-APPLICATIONS
  
 MANUEL JULIAN GONZALEZ
 ENGINEERING PROJECT COORDINATOR
 PUBLIC WORKS DEPARTMENT
 401 CLEMATIS STREET, 4TH FLOOR
 WEST PALM BEACH, FL 33401
 (MAILING ADDRESS: P.O. BOX 3366, ZIP 33402)
 MAIN PHONE: (561) 822-1200
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2017-03-07 Cont ID  
Sent By wjolin Date 2017-03-07 Time 14:39 Rev Time 0.00
Received By wjolin Date 2017-03-07 Time 14:39 Sent To  
Notes
2017-03-07 14:39:55FOUNDATION ONLY
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-12-21 Cont ID  
Sent By wjolin Date 2016-12-21 Time 14:36 Rev Time 0.00
Received By wjolin Date 2016-12-21 Time 11:27 Sent To  
Notes
2016-12-21 14:36:22FOUNDATION ONLY
2016-12-14 13:40:3012/14/16 - APPLICANT REQUESTED THAT THE LIFE SAFETY
 SHEETS BE DELETED. PLEASE REVIEW AGAIN AND MAKE SURE
 THIS WAS OK.
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2016-07-01 Cont ID  
Sent By wjolin Date 2016-07-01 Time 13:33 Rev Time 0.00
Received By wjolin Date 2016-07-01 Time 13:33 Sent To  
Notes
2016-07-01 13:33:33FOUNDATION ONLY
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2019-05-06 Cont ID  
Sent By dbattles Date 2019-05-06 Time 08:47 Rev Time 0.00
Received By dbattles Date 2019-02-08 Time 08:33 Sent To  
Notes
2019-02-08 08:33:56ORIGINALS LOCATED IN SCANNING AREAS; ROUTED TO DB DESK
  
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2017-12-13 Cont ID  
Sent By shill Date 2017-12-13 Time 08:54 Rev Time 0.00
Received By shill Date 2017-11-30 Time 13:25 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2017-05-11 Cont ID  
Sent By shill Date 2017-05-11 Time 15:11 Rev Time 0.00
Received By shill Date 2017-04-05 Time 16:03 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-04-05 Cont ID  
Sent By skennedy Date 2017-04-05 Time 10:25 Rev Time 0.00
Received By skennedy Date 2017-03-06 Time 07:48 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-02-09 Cont ID  
Sent By lmarchan Date 2017-02-09 Time 09:06 Rev Time 0.00
Received By lmarchan Date 2016-12-16 Time 15:02 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-09-09 Cont ID  
Sent By lmarchan Date 2016-09-09 Time 14:21 Rev Time 0.00
Received By lmarchan Date 2016-06-22 Time 10:31 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2019-05-06 Cont ID  
Sent By shill Date 2019-05-06 Time 06:32 Rev Time 0.00
Received By shill Date 2019-05-06 Time 06:32 Sent To  
Notes
2019-05-06 06:34:28THIS PERMIT WAS INITIALLY A FOUNDATION PERMIT AND
 ISSUED WITH IMPACT FEES WAIVED UNTIL VERTICAL
 CONSTRUCTION.
  
 REVISION 19020102 WAS ISSUED TO EXPAND THE SCOPE OF THE
 FOUNDATION PERMIT TO INCLUDE THE STRUCTURE. THE IMPACT
 FEE REVIEW WAS DONE BY PALM BEACH COUNTY UNDER
 STRUCTURE REVISION 19020102
  
 MU2019009131
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2017-01-10 Cont ID  
Sent By shill Date 2017-01-10 Time 09:26 Rev Time 0.00
Received By shill Date 2017-01-10 Time 09:26 Sent To  
Notes
2017-01-10 09:29:02****PROVISO****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 PER ROBERT BROWN AND WILLIE SWOPE, IMPACT FEE
 ASSESSMENT WILL BE DONE AT TIME OF BUILDING PERMIT
 SUBMITTAL.
  
 VERTICAL CONSTRUCTION WILL NOT BE ISSUED UNTIL THE
 APPLICANT PROVIDES DOCUMENTATION OF THE COUNTY'S REVIEW
 OF THE PERMIT FOR THE ASSESSMENT OF IMPACT FEES AND THE
 APPLICANT'S PAYMENT OF SUCH FEES.
  
 DOCUMENTS REQUIRED AT THAT TIME:
  
 PLANS STAMPED BY THE COUNTY (FLOOR PLANS, SQUARE FOOT
 SUMMARIES, AND / OR OTHER PAGES AS REQUIRED BY PALM
 BEACH COUNTY)
 RECEIPTS SHOWING THAT ALL FEES ASSESSED HAVE BEEN PAID
  
 CONTACT 561-233-5025 FOR MORE INFORMATION
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-06-24 Cont ID  
Sent By jwitmer Date 2016-06-24 Time 16:50 Rev Time 0.00
Received By jwitmer Date 2016-06-24 Time 14:20 Sent To  
Notes
2016-06-24 16:47:15BEFORE 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.
  
 JAMES A. WITMER CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
Review Stop P PLUMBING
Rev No 3 Status N Date 2017-03-17 Cont ID  
Sent By gjohnson Date 2017-03-17 Time 09:53 Rev Time 0.00
Received By gjohnson Date 2017-03-15 Time 13:37 Sent To  
Notes
2017-03-15 13:38:473/14/17 NO PLUMBING UNDER FOUNDATION PERMIT GPJ
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-01-20 Cont ID  
Sent By gjohnson Date 2017-01-20 Time 16:37 Rev Time 0.00
Received By gjohnson Date 2017-01-20 Time 16:37 Sent To  
Notes
2017-01-20 16:38:392ND REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS: 2ND REQUEST
  
 1) THE SUBMITTED PLANS DO NOT REFLECT ANY INSTALLATION
 OF AN UNDERGROUND/UNDER SLAB PLUMBING SYSTEM EXCEPT ON
 THE CIVIL DRAWINGS. IS THIS FOUNDATION PERMIT ONLY FOR
 PILES / PILECAPS? PLEASE CLARIFY THE SCOPE OF WORK.WPB
 AMEND. TO FBC SEC. 107.2.1.IF ANY PLUMBING WORK IS TO
 BE DONE SUBMIT PLUMBING PLANS THAT REFLECT THE ENTIRE
 SCOPE OF PLUMBING WORK TO BE DONE
 2) CLARIFY ON THE CIVIL DRAWINGS THE PLUMBING WORK ( IF
 ANY) TO BE DONE UNDER THIS PERRMIT.
  
  
  
 .
  
  
  
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-07-27 Cont ID  
Sent By tklarge Date 2016-07-27 Time 13:56 Rev Time 0.00
Received By tklarge Date 2016-07-27 Time 13:45 Sent To  
Notes
2016-07-27 13:50:371) THE SUBMITTED PLANS DO NOT REFLECT ANY INSTALLATION
 OF AN UNDERGROUND/UNDER SLAB PLUMBING SYSTEM EXCEPT ON
 THE CIVIL DRAWINGS. IS THIS FOUNDATION PERMIT ONLY FOR
 PILES / PILECAPS? PLEASE CLARIFY THE SCOPE OF WORK.WPB
 AMEND. TO FBC SEC. 107.2.1.IF ANY PLUMBING WORK IS TO
 BE DONE SUBMIT PLUMBING PLANS THAT REFLECT THE ENTIRE
 SCOPE OF PLUMBING WORK TO BE DONE
 2) CLARIFY ON THE CIVIL DRAWINGS THE PLUMBING WORK ( IF
 ANY) TO BE DONE UNDER THIS PERRMIT.
  
 PLUMBING PLAN REVIEW
 TIM LARGE
 CHIEF PLUMBING INSPECTOR
 561-805-6692
 [email protected]
  
 .
  
  
  
  
Review Stop R ROOF PLAN REVIEW
Rev No 1 Status N Date 2019-04-09 Cont ID  
Sent By dbattles Date 2019-04-09 Time 07:37 Rev Time 0.00
Received By dbattles Date 2019-04-09 Time 07:37 Sent To  
Notes
2019-04-09 07:38:48PROVISO:
 ROOF PRODUCT APPROVALS, REVIEWED BY DESIGNER OF RECORD,
 TO BE SUBMITTED WITH ROOF SUB PERMIT APPLICATION.
  
 DYLAN BATTLES
 561-805-6718
 [email protected]
  
 THE CITY OF WEST PALM BEACH
 BUILDING PLANS EXAMINER PX4191
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status P Date 2017-04-13 Cont ID  
Sent By shill Date 2017-04-13 Time 15:19 Rev Time 0.00
Received By shill Date 2017-04-13 Time 15:19 Sent To  
Notes
***NONE***
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2017-04-05 Cont ID  
Sent By shill Date 2017-04-05 Time 17:27 Rev Time 0.00
Received By shill Date 2017-04-05 Time 17:27 Sent To  
Notes
2017-04-05 17:28:01SURVEY & GEOTECH REPORT OK
 STRUCTURAL PAGES OK
 APPLICANT WILL SUBMIT A PAPER SET OF ARCHITECTURAL AND
 ELECTRICAL SHEETS AFTER ALL REVIEWS ARE COMPLETE
  
  
 3/8/17 HARD COPIES OF GEOTECHNICAL REPORT & SURVEY ON
 FILE WITH APPLICATION IN LIBRARY. LEM
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2017-03-23 Cont ID  
Sent By shill Date 2017-03-23 Time 16:29 Rev Time 0.00
Received By shill Date 2017-03-23 Time 16:21 Sent To  
Notes
2017-03-23 16:30:23SURVEY & GEOTECH REPORT OK
 APPLICANT WILL SUBMIT A PAPER SET OF PLANS AFTER ALL
 REVIEWS ARE COMPLETE
  
  
2017-03-08 11:25:103/8/17 HARD COPIES OF GEOTECHNICAL REPORT & SURVEY ON
 FILE WITH APPLICATION IN LIBRARY. LEM
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2017-01-10 Cont ID  
Sent By shill Date 2017-01-10 Time 13:10 Rev Time 0.00
Received By shill Date 2017-01-10 Time 12:52 Sent To  
Notes
2017-01-10 13:10:05****CORRECTIONS****
 COMMENTS APPLICABLE FOR PAGES FOR ALL TRADES
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 1. THE SOILS REPORT, SURVEY AND PLANS PROVIDED ARE
 REPRODUCTIONS OF THE ORIGINAL SIGNED AND SEALED
 DOCUMENTS PREPARED BY THE ARCHITECT AND ENGINEERS.
 FS471, FS481, EITHER PROVIDE A DIGITALLY SIGNED AND
 SEALED SOILS REPORT OR PROVIDE AN ORIGINAL SIGNED,
 SEALED, DATED ORIGINALS.
  
 OPTIONS AVAILABLE:
  
 A. DIGITALLY SIGN AND SEAL EACH PAGE AND UPLOAD TO
 PROJECT DOX. IF THIS IS DONE, A SEPARATE "SIGNATURE"
 REVIEW WILL NOT BE REQUIRED AS EACH TRADE WILL REVIEW
 THE DIGITAL SIGNATURES WHEN THEY REVIEW THEIR SHEETS.
 THIS IS THE PREFERABLE METHOD.
  
 B. PROVIDE A DIGITALLY SIGNED AND SEALED INDEX SHEET
 (FIRST PAGE OF A PDF DOCUMENT WHICH INCLUDES ALL PAGES)
 AFTER ALL REVIEWS ARE COMPLETE. BE ADVISED THAT, AS A
 REVIEWER WILL THEN NEED TO COMPARE EACH PAGE IN THE PDF
 WITH THE PAGE UPLOADED TO CONFIRM THEY ARE THE SAME,
 AND CONFIRM THAT ALL PAGES IN PROJECTDOX ARE INCLUDED
 IN THE PDF, THIS MAY TAKE UP TO A WEEK TO COMPLETE
 DEPENDING ON WORK LOAD AT THE TIME.
  
 C. PROVIDE SIGNED, SEALED, DATED PAPER ORIGINALS OF ALL
 DOCUMENTS PREPARED BY THE ARCHITECT AND ENGINEERS. THIS
 ALSO REQUIRES A SEPARATE REVIEW AT THE END OF THE
 REVIEW CYCLE. THIS METHOD HAS BEEN PROBLEMATIC IN THE
 PAST DUE TO DATE AND REVISION INCONSISTENCIES ON THE
 PAPER PLANS.
  
 ALTHOUGH I UNDERSTAND THAT IT IS TIME CONSUMING TO
 DIGITALLY SIGN AND SEAL EACH SHEET, THIS IS THE PROCESS
 WHICH IS THE LEAST PROBLEMATIC FOR THIS OFFICE TO
 REVIEW AT THIS TIME. ANY METHOD ALLOWED BY LAW WILL BE
 ACCEPTED. OTHER OPTIONS MAY BE AVAILABLE AND WILL BE
 CONSIDERED UPON REQUEST.
  
 PLEASE ALSO NOTE THAT IT IS TYPICAL THAT THE SOILS
 REPORT (AND OTHER ENGINEERING OF THIS TYPE) AND SURVEY
 ARE PROVIDED AS A PAPER COPY, EVEN WHEN PLAN PAGES ARE
 DIGITALLY SIGNED AND SEALED. THIS IS ACCEPTABLE AND
 DOES NOT TRIGGER A SEPARATE SIGNATURE REVIEW IF
 PROVIDED DURING THE PLAN REVIEW PROCESS.
  
  
  
  
2016-12-16 13:34:5512/16/16 RECEIVED HARD COPY SIGNED & SEALED SET OF
 PLANS, IN LIBRARY. LEM
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 7 Status P Date 2019-05-06 Cont ID  
Sent By dbattles Date 2019-05-06 Time 08:44 Rev Time 0.00
Received By dbattles Date 2019-05-06 Time 08:44 Sent To  
Notes
***NONE***
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 6 Status F Date 2019-04-16 Cont ID  
Sent By dbattles Date 2019-04-16 Time 09:48 Rev Time 0.00
Received By dbattles Date 2019-04-16 Time 09:48 Sent To  
Notes
2019-04-16 09:56:29REVIEWED: APRIL 16, 2019
  
 DYLAN BATTLES
 BUILDING PLANS EXAMINER PX4191
 [email protected]
 561-805-6718
  
 ADDITION OF EYDELMAN CARRETERO TO THRESHOLD AGREEMENT.
  
 1) PLEASE INCLUDE POST TENSION EXPERIENCE IN THE
 RESUME, OR AS AN ATTACHMENT TO THE RESUME? PLEASE SEND
 VIA EMAIL FOR PRELIMINARY REVIEW.
 2) ADD MAIN PERMIT NUMBER TO AGREEMENT PAGE.
 (18100540).
 3) SUBMIT WITH PLAN REVIEW REQUEST FORM.
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 5 Status P Date 2018-11-16 Cont ID  
Sent By shill Date 2018-11-16 Time 17:44 Rev Time 0.00
Received By shill Date 2018-11-16 Time 17:44 Sent To  
Notes
2018-11-16 17:44:53PROVISO: SUBMIT THREE NOTARIZED ORIGINALS PRIOR TO
 PERMIT ISSUANCE
  
 MCNAMARA SALVIA
 ANDREW P. SULLIVAN, PE
 CHAD CASSETT, PE
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 4 Status F Date 2017-12-13 Cont ID  
Sent By shill Date 2017-12-13 Time 08:53 Rev Time 0.00
Received By shill Date 2017-12-13 Time 08:09 Sent To  
Notes
2017-12-13 08:37:28****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 SI MACNAMARA SILVIA, ANDREW SULLIVAN, PE 54091
 INSPECTOR SERGIO RAFAEL GONZALEZ, PE 81896
  
 1. IT IS SUGGESTED THAT AT LEAST ONE ADDITIONAL
 INSPECTOR BE ADDED AS AN INSPECTOR APPROVED BY THE CITY
 IS REQUIRED TO BE ON THE JOB DURING ALL CONCRETE POURS
 (AND OTHER ACTIVITIES; DISCUSS WITH KEN CONRAD CHIEF
 BUILDING INSPECTOR). ALTERNATE INSPECTORS CANNOT BE
 UTILIZED UNTIL THEY HAVE SIGNED THE AGREEMENT AND BEEN
 APPROVED BY THE CITY. (THIS MAY BE ADDRESSED AT A
 FUTURE DATE; WILL NOT DELAY PERMIT ISSUANCE).
  
 2. PROVIDE A RESUME OF EXPERIENCE FOR THE CONTRACTOR
 AHRENS COMPANIES, GERALD PAUL HOLT. ALSO PROVIDE A
 RESUME FOR THE JOB SUPERINTENDENT. RESUME SHOULD
 INCLUDE EXPERIENCE ON PROJECTS SIMILAR TO THIS PROJECT.
  
 THIS INFORMATION MAY BE SENT VIA EMAIL.
  
  
  
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status F Date 2017-04-05 Cont ID  
Sent By shill Date 2017-04-05 Time 17:28 Rev Time 0.00
Received By shill Date 2017-04-05 Time 17:28 Sent To  
Notes
2017-04-05 17:28:30SEE PREVIOUS REVIEW
 PER APPLICANT, A COMPLETE THRESHOLD PACKAGE WILL BE
 SENT VIA EMAIL
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2017-03-23 Cont ID  
Sent By shill Date 2017-03-23 Time 13:11 Rev Time 0.00
Received By shill Date 2017-03-23 Time 13:11 Sent To  
Notes
2017-03-23 13:12:26SEE PREVIOUS REVIEW
 PER APPLICANT, A COMPLETE THRESHOLD PACKAGE WILL BE
 SENT VIA EMAIL
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2017-01-11 Cont ID  
Sent By shill Date 2017-01-11 Time 16:00 Rev Time 0.00
Received By shill Date 2017-01-11 Time 16:00 Sent To  
Notes
2017-01-11 16:23:12****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 1. AFTER ALL THRESHOLD INFORMATION IS RECEIVED
 (RESUMES, SIGNED AGREEMENT) THE DOCUMENTS WILL BE
 FORWARDED TO KEN CONRAD, CHIEF BUILDING INSPECTOR, FOR
 APPROVAL. THRESHOLD DOCUMENTS AND REVIEW IS REQUIRED
 PRIOR TO PERMIT ISSUANCE. THE COMPLETE PACKAGE MAY BE
 SENT VIA EMAIL AT ANY TIME WHEN AVAILABLE. THIS IS NOT
 REQUIRED TO BE REVIEWED DURING A PLAN REVIEW CYCLE.
  
 2. THE SPECIAL INSPECTOR AGREEMENT IS TO BE SIGNED BY
 ALL PARTIES.
  
 3. THE SI AND ONE INSPECTOR SIGNED THE SPECIAL
 INSPECTOR AGREEMENT. JOBS OF THIS SCOPE TYPICALLY HAVE
 MORE THAN ONE INSPECTOR AVAILABLE FOR INSPECTIONS. IT
 IS RECOMMENDED TO ADD AN ADDITIONAL INSPECTOR. THIS MAY
 BE REQUIRED FOR THE BUILDING PERMIT. INSPECTORS WHO
 HAVE NOT BEEN PREVIOUSLY APPROVED WILL NOT BE PERMITTED
 TO PERFORM INSPECTIONS ON THIS PROJECT.
  
 4. THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION.
  
 5. SEE BUILDING COMMENTS REGARDING THRESHOLD STATEMENT
 ON ENGINEER'S PLAN.
  
 6. ADVISORY ONLY, AFTER APPROVAL OF THE PARTIES
 (CONTRACTOR, SI, INSPECTORS), A MEETING WITH THE CHIEF
 BUILDING INSPECTOR WILL BE SCHEDULED.
  
  
  
  
  
Review Stop Z ZONING
Rev No 4 Status P Date 2017-04-06 Cont ID  
Sent By aaponte Date 2017-04-06 Time 14:38 Rev Time 0.00
Received By aaponte Date 2017-04-06 Time 14:38 Sent To  
Notes
***NONE***
Review Stop Z ZONING
Rev No 3 Status F Date 2017-04-04 Cont ID  
Sent By aaponte Date 2017-04-04 Time 08:50 Rev Time 0.00
Received By aaponte Date 2017-04-04 Time 08:50 Sent To  
Notes
2017-04-04 08:51:581. PROJECT EXCEEDS MAXIMUM SETBACK PERMITTED ALONG 4TH
 STREET AND DIXIE HWAY.
 2. THSI REVIEW ONLY LOOKS AT COMMENTS AFFECTING
 FOUNDATION, ALL OTHER COMMENTS WILL BE PROVIDED AT FULL
 PERMIT REVIEW.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 2 Status F Date 2017-01-27 Cont ID  
Sent By aaponte Date 2017-01-27 Time 15:34 Rev Time 0.00
Received By aaponte Date 2017-01-27 Time 15:50 Sent To  
Notes
2017-01-27 15:48:19SUBMITTED PLANS ARE DIFFERENT THAN SITE PLAN APPROVAL
 SET. A SITE PLAN AMENDMENT IS REQUIRED.
 THE BUILDING EXCEEDS THE MAXIMUM SETBACK ALLOWED ALONG
 A SECONDARY STREET (35')
 THIS REVIEW IS ONLY LOOKING AT ELEMENTS THAT AFFECT THE
 FOUNDATION PERMIT. ALL OTHER COMMENTS WILL BE DONE AT
 THE FULL BUILDING PERMIT REVIEW.
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
Review Stop Z ZONING
Rev No 1 Status F Date 2016-08-29 Cont ID  
Sent By aaponte Date 2016-08-29 Time 13:10 Rev Time 0.00
Received By aaponte Date 2016-08-29 Time 13:10 Sent To  
Notes
2016-08-29 14:00:42SUBMITTED PLANS ARE DIFFERENT THAN SITE PLAN APPROVAL
 SET. A SITE PLAN AMENDMENT IS REQUIRED.
 1. PARKING CALCULATION DOES NOT MATCH THE SITE PLAN
 DRAWINGS.
 2. MAXIMUM SETBACK ALONG QUADRILLE BOULEVARD DOES NOT
 MATCH THE VARIANCE APPROVED BY DAC (76 FEET MAXIMUM).
 3. DAC APPROVAL INCLUDES ONLY A TWO TRAVEL LANES
 ENTRANCE/EXIT ON QUADRILLE. THE PROJECT INDICATES ONE
 ENTRANCE LANE AND TWO EXIT LANES ONTO QUADRILLE
 BOULEVARD. PLEASE PROVIDE INFORMATION TO CONFIRM A LEFT
 TURN MOVEMENT FROM PARKING GARAGE IS SAFE AND APPROVED
 BY FDOT. PLEASE PROVIDE INFORMATION TO CONFIRM
 COMPLIANCE WITH MAXIMUM 25 FEET CURB CUT WIDTH.
 4. THE FPL VAULT ON QUADRILLE DOES NOT COUNT AS ACTIVE
 USE. PLEASE CALCULATE THE ACTIVE USE REQUIREMENT TO
 CONFIRM COMPLIANCE. PROPOSED USE IS DIFFERENT THAT DAC
 APPROVAL.
 5. SITE PLAN HAS THE ACTIVE USES AT THE PODIUM LEVEL,
 PARKIGN IS NOW PROPOSED AT THAT LEVEL.
 6. PLEASE PROVIDE COLORED ELEVATIONS TO DETERMINE
 COMPLIANCE WITH APPROVED SITE PLAN.
 7. PLEASE PROVIDE 1ST FLOOR CIVIL DRAWINGS TO REVIEW
 GRADE ELEVATIONS AND BUILDING IMPACT ON STREETSCAPE.
 8. PLEASE PROVIDE FAR DIAGRAM SHEET WITH SQUARE FOOTAGE
 FOR EACH OF THE USES (COUNTED AND NOT COUNTED), TOTALS
 FOR EACH FLOOR AND A SUMMARY TABLE WITH TOTAL FOR THE
 PROJECT.
 9. HOW IS THE PROPOSED REMOVAL OF THE UNDERGROUND
 PARKING AFFECTING THE STREETSCAPE? ARE THE STEPS ON THE
 DIXIE HWAY FRONTAGE REMOVED FOR BETTER INTERACTION WITH
 THE PPUBLIC SIDEWALK?
 FOR ADDITIONAL INFORMATION PLEASE CONTACT ANA MARIA
 APONTE AT 561-822-1439.
  
  
  
  


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