Plan Review Details - Permit 17010911
Plan Review Stops For Permit 17010911
Review Stop AD ADDRESSING
Rev No 2 Status P Date 2018-04-02 Cont ID  
Sent By shill Date 2018-04-02 Time 07:25 Rev Time 0.00
Received By shill Date 2018-03-23 Time 17:25 Sent To  
Notes
***NONE***
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2017-06-06 Cont ID  
Sent By shill Date 2017-06-02 Time 13:50 Rev Time 0.00
Received By shill Date 2017-06-02 Time 13:50 Sent To  
Notes
2017-06-02 13:51:38OLD ADDRESS: 3200 N CONGRESS
 NEW PROPOSED ADDRESS: 2020 BANYAN RESORT WAY
 CHANGE ADDRESS PRIOR TO PERMIT ISSUANCE
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 8 Status P Date 2018-07-19 Cont ID  
Sent By shill Date 2018-07-19 Time 13:25 Rev Time 0.00
Received By shill Date 2018-07-19 Time 12:49 Sent To  
Notes
2018-07-19 13:25:25****PROVISOS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 BANYAN CAY FOUR STORY HOTEL **FOUNDATION ONLY**
 ***THRESHOLD BUILDING***, POST TENSION 6"-8" SLABS, FRT
 TRUSSES, TYPE IIA
 ARCHITECT - ADACHE GROUP ARCHITECTS, DANIEL E. ADACHE
 AR7073
 ENGINEER - MUE ENGINEERS, INC (29348), MARCUS O.
 UNTERWEGER, PE63860
 MEP - TLC ENGINEERING
 MECHANICAL - JORGE E. REYES, PE54904
 ELECTRICAL - RALPH BAEZA, PE42641
 PLUMBING - JORGE E. REYES, PE54904
  
 A. COMPLIANCE WITH ART IN PUBLIC PLACES ORDINANCE
 78-123 REQUIRED: MS. SYBILLE WELTER, 561-822-1515,
 [email protected]. MS. WELTER WILL ADVISE VIA EMAIL WHEN
 THIS IS COMPLETE.
  
 B. FBC 110.3.7.4.3 SHORING AND RESHORE ENGINEERING TO
 BE SUBMITTED AND REVIEWED PRIOR TO INSTALLATION.
 FAILURE TO SUBMIT SHORING/RESHORE ENGINEERING TIMELY
 WILL RESULT IN A STOP WORK ORDER. AN ENGINEERED
 GUARDRAIL DETAIL (CONSTRUCTION IN PROGRESS) IS ALSO
 REQUIRED PRIOR TO INSTALLATION.
  
 C. FBC 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.
  
 D. THE LIFE SAFETY SHEETS WERE NOT THOROUGHLY REVIEWED.
 THIS WILL BE REVIEWED UNDER THE BUILDING PERMIT
 APPLICATION; FOUNDATION PERMIT WILL BE ISSUED AT
 APPLICANT'S RISK.
  
 E. ENERGY CALCS HAVE BEEN VOIDED AS THEY ARE NOT
 CORRECT AND ARE INCOMPLETE. SUBMIT WITH VERTICAL
 BUILDING PERMIT.
  
 F. PRIOR TO COMMENCEMENT, SCHEDULE A PRE-CONSTRUCTION
 MEETING WITH KEN CONRAD, CHIEF BUILDING INSPECTOR.
 SCHEDULE A 143 BUILDING MISC INSPECTION AND ADVISE THAT
 IT IS A PRE-CON MEETING. THE CONTRACTOR AND ON SITE
 INSPECTOR SHOULD ATTEND TO DISCUSS PROCEDURE.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 7 Status F Date 2018-07-11 Cont ID  
Sent By shill Date 2018-07-11 Time 17:54 Rev Time 0.00
Received By shill Date 2018-07-11 Time 17:48 Sent To  
Notes
2018-07-11 17:57:10****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 BANYAN CAY FOUR STORY HOTEL **FOUNDATION ONLY**
 ***THRESHOLD BUILDING***, POST TENSION 6"-8" SLABS, FRT
 TRUSSES, TYPE IIA
 ARCHITECT - ADACHE GROUP ARCHITECTS, DANIEL E. ADACHE
 AR7073
 ENGINEER - MUE ENGINEERS, INC (29348), MARCUS O.
 UNTERWEGER, PE63860
 MEP - TLC ENGINEERING
 MECHANICAL - JORGE E. REYES, PE54904
 ELECTRICAL - RALPH BAEZA, PE42641
 PLUMBING - JORGE E. REYES, PE54904
  
 1-3. OK
  
 4. SEE SIGNATURE REVIEW. THE STRUCTURAL SHEETS
 PREVIOUSLY SUBMITTED WERE DIGITALLY SIGNED AND SEALED;
 THE SHEETS SUBMITTED THIS REVIEW CYCLE ARE NOT
 DIGITALLY SIGNED AND SEALED.
  
 5-13. OK
  
 14. THIS PERMIT WILL BE ISSUED WITH PROVISOS:
  
 A. COMPLIANCE WITH ART IN PUBLIC PLACES ORDINANCE
 78-123 REQUIRED: MS. SYBILLE WELTER, 561-822-1515,
 [email protected]. MS. WELTER WILL ADVISE VIA EMAIL WHEN
 THIS IS COMPLETE.
  
 B. FBC 110.3.7.4.3 SHORING AND RESHORE ENGINEERING TO
 BE SUBMITTED AND REVIEWED PRIOR TO INSTALLATION.
 FAILURE TO SUBMIT SHORING/RESHORE ENGINEERING TIMELY
 WILL RESULT IN A STOP WORK ORDER. AN ENGINEERED
 GUARDRAIL DETAIL (CONSTRUCTION IN PROGRESS) IS ALSO
 REQUIRED PRIOR TO INSTALLATION.
  
 C. FBC 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.
  
 D. THE LIFE SAFETY SHEETS WERE NOT THOROUGHLY REVIEWED.
 THIS WILL BE REVIEWED UNDER THE BUILDING PERMIT
 APPLICATION; FOUNDATION PERMIT WILL BE ISSUED AT
 APPLICANT'S RISK.
  
 E. ENERGY CALCS HAVE BEEN VOIDED AS THEY ARE NOT
 CORRECT AND ARE INCOMPLETE. SUBMIT WITH VERTICAL
 BUILDING PERMIT.
  
 F. SHORING/RESHORE ENGINEERING IS TO BE SUBMITTED TO
 THE CITY, REVIEWED AND ISSUED PRIOR TO INSTALLATION.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 6 Status F Date 2018-05-13 Cont ID  
Sent By shill Date 2018-05-13 Time 09:28 Rev Time 0.00
Received By shill Date 2018-05-12 Time 10:15 Sent To  
Notes
2018-05-13 09:29:08****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FBC = FLORIDA BUILDING CODE, 5TH EDITION (2014)
 FBC B = FBC BUILDING
 FBC R = FBC RESIDENTIAL
 FBC EB = FBC EXISTING BUILDING
 FBC A = FBC ACCESSIBILITY
 FBC EC = FBC ENERGY CONSERVATION
  
 BANYAN CAY FOUR STORY HOTEL **FOUNDATION ONLY**
 ***THRESHOLD BUILDING***, POST TENSION 6"-8" SLABS, FRT
 TRUSSES, TYPE IIA
 ARCHITECT - ADACHE GROUP ARCHITECTS, DANIEL E. ADACHE
 AR7073
 ENGINEER - MUE ENGINEERS, INC (29348), MARCUS O.
 UNTERWEGER, PE63860
 MEP - TLC ENGINEERING
 MECHANICAL - JORGE E. REYES, PE54904
 ELECTRICAL - RALPH BAEZA, PE42641
 PLUMBING - JORGE E. REYES, PE54904
  
 1. SEE THRESHOLD REVIEW. A 100% COMPLETE SI AGREEMENT
 WILL BE ACCEPTED VIA EMAIL; THREE ORIGINALS REQUIRED
 AFTER PRELIMINARY REVIEW.
  
 2. SEE IMPACT REVIEW. IF YOU WOULD LIKE TO SUBMIT A
 REQUEST TO HAVE IMPACT FEES COLLECTED PRIOR TO ISSUANCE
 OF VERTICAL CONSTRUCTION, SEND THE REQUEST (ADDRESSED
 TO ROBERT BROWN, BUILDING OFFICIAL) VIA EMAIL TO
 [email protected]. THE BUILDING OFFICIAL IS REQUIRED TO
 MAKE THIS REQUEST OF PALM BEACH COUNTY AND IT IS NOT
 GUARANTEED TO BE GRANTED.
  
 3. FROM PREVIOUS REVIEWS, SEOR IS TO REVIEW THE SOILS
 REPORT. RESPONSE LETTER STATES THAT STRUCTURAL DRAWINGS
 HAVE BEEN REVISED TO REFERENCE THE REPORT FROM
 UNIVERSAL. SEE SHEET S0.00, 310000-FOUNDATIONS, REVISE
 TO INCORPORATE GEOTECHNICAL REPORT (CURRENTLY "XXXX"),
 OR ADVISE WHERE THIS REVISION HAS BEEN MADE (PAGE
 NUMBER).
  
 4. SEE SIGNATURE REVIEW.
  
 5. DISTANCE TO PROPERTY LINES - OK; PLEASE ADVISE, WHEN
 WILL REPLAT BE FINALIZED?
  
 10. FS471, FS481, ARCHITECTS AND ENGINEERS HAVE
 REQUIREMENTS TO HAVE A TITLE BLOCK ON EACH SHEET WHICH
 INCLUDES THE PRINTED NAME AND LICENSE NUMBER, COMPANY
 LICENSE NUMBER (AS WELL AS OTHER INFORMATION).
  
 STRUCTURAL ENGINEER OF RECORD HAS A COMPLIANT TITLE
 BLOCK ON ALL S SHEETS.
 MEP AND ARCH TITLE BLOCKS NEED BUSINESS LICENSE NUMBER
 ADDED. PLEASE REVISE BUT ONLY UPLOAD PAGES WHICH CHANGE
 DUE TO CODE RELATED COMMENTS TO AVOID ANOTHER 100%
 REVIEW BY ALL TRADES (BUT FIX TITLE BLOCK SO REVIEW
 DOES NOT FAIL WHEN REVISIONS ARE SUBMITTED).
  
 11. SEE VERTICAL BUILDING PERMIT, COMMENTS #2 AND #3
 REGARDING EXIT DISCHARGE AND ACCESSIBLE MEANS OF
 EGRESS. ARCHITECT MAY PROVIDE A SIGNED AND SEALED
 LETTER INDICATING UNDERSTANDING AND COMPLIANCE AND
 STATE THAT THESE TWO COMMENTS WILL NOT AFFECT HEIGHT OR
 LOCATION OF THE FOUNDATION. SINCE THIS NEEDS ANOTHER
 BUILDING REVIEW DUE TO WRONG STRUCTURAL PAGES
 SUBMITTED, PLEASE PROVIDE AT TIME OF RESUBMITTAL IN
 "SUPPORTING DOCUMENTS".
  
 12. WHEN RESUBMITTING, PLEASE REMOVE KITCHEN DESIGN
 PAGES; THESE SHEETS HAVE NOT BEEN REVIEWED AND SHOULD
 NOT BE A PART OF A FOUNDATION PERMIT. ALSO, IF
 POSSIBLE, RENAME THE THREE SITE PLANS WHICH APPEAR AT
 THE END OF SUBMITTAL DUE TO INCONSISTENT NAMING
 CONVENTION. THE SAME PAGES SUBMITTED FOR THE VERTICAL
 BUILDING PERMIT SHOULD BE SUBMITTED WITH THE SAME
 NAMES, SAME VERSION. ONE SITE PLAN IS DATED 6/1/2017;
 IS THIS CURRENT? PLEASE CORRELATE.
  
 13. THE STRUCTURAL SHEETS IN THIS SUBMITTAL (FOR
 EXAMPLE, SHEET S0.02) WAS SEALED 10/2/17. AFTER THAT
 DATE, THERE WAS A DESIGN CHANGE (HEIGHT INCREASE) WHICH
 AFFECTED THE STRUCTURAL PAGES. MORE RECENT PAGES DATED
 3/16/18 WERE UPLOADED TO THE VERTICAL BUILDING PERMIT.
 UPDATE ALL PAGES TO THE MOST CURRENT DESIGN.
  
 14. THIS PERMIT WILL BE ISSUED WITH PROVISOS:
  
 A. COMPLIANCE WITH ART IN PUBLIC PLACES ORDINANCE
 78-123 REQUIRED: MS. SYBILLE WELTER, 561-822-1515,
 [email protected]. MS. WELTER WILL ADVISE VIA EMAIL WHEN
 THIS IS COMPLETE.
  
 B. FBC 110.3.7.4.3 SHORING AND RESHORE ENGINEERING TO
 BE SUBMITTED AND REVIEWED PRIOR TO INSTALLATION.
 FAILURE TO SUBMIT SHORING/RESHORE ENGINEERING TIMELY
 WILL RESULT IN A STOP WORK ORDER. AN ENGINEERED
 GUARDRAIL DETAIL (CONSTRUCTION IN PROGRESS) IS ALSO
 REQUIRED PRIOR TO INSTALLATION.
  
 C. FBC 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.
  
 D. THE LIFE SAFETY SHEETS WERE NOT THOROUGHLY REVIEWED.
 THIS WILL BE REVIEWED UNDER THE BUILDING PERMIT
 APPLICATION; FOUNDATION PERMIT WILL BE ISSUED AT
 APPLICANT'S RISK.
  
 E. ENERGY CALCS HAVE BEEN VOIDED AS THEY ARE NOT
 CORRECT AND ARE INCOMPLETE. SUBMIT WITH VERTICAL
 BUILDING PERMIT.
  
 F. SUBMIT RECORDED REPLAT PRIOR TO C.O. THE BOOK/PAGE
 MAY BE SENT VIA EMAIL.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 5 Status F Date 2018-04-02 Cont ID  
Sent By shill Date 2018-04-02 Time 17:04 Rev Time 0.00
Received By shill Date 2018-03-23 Time 17:25 Sent To  
Notes
2018-04-02 17:04:19****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
  
 W. P. B. PERMIT: 17010911 (HOTEL FOUNDATION)
 ADD: 3200 N. CONGRESS AVE. (ADDRESS TO BE ASSIGNED)
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 E-MAIL: [email protected]
  
 FROM PREVIOUS LIST:
  
 1. SEE THRESHOLD REVIEW.
  
 3. SOIL BEARING VALUES; 2014 FBC-B 1803.3
 2ND REVIEW, NOT ADDRESSED. PROVIDE A CURRENT REPORT.
 HAVE SEOR INCORPORATE A SPECIFIC REFERENCE TO THE
 UPDATED SOILS REPORT ON THE PLAN, OR PROVIDE A SHOP
 DRAWING REVIEW OF THE SOILS REPORT.
 3RD REVIEW, RESPONSE LETTER STATES "SEE ATTACHED FROM
 UNIVERSAL ENGINEERS." IT IS NOT CLEAR HOW THIS COMMENT
 HAS BEEN ADDRESSED. SEE SHEET S0.00,
 310000-FOUNDATIONS, REVISE TO INCORPORATE GEOTECHNICAL
 REPORT (CURRENTLY "XXXX").
 4TH REVIEW, NOT ADDRESSED.
 5TH REVIEW, NOT ADDRESSED. ALL STRUCTURAL SHEETS WERE
 UPLOADED ON 12/20/2017; NO NEW SHEETS SUBMITTED.
  
 4. SEE SIGNATURE REVIEW.
 5TH REVIEW, THE STRUCTURAL SHEETS ARE NOT DIGITALLY
 SIGNED AND SEALED. FS471, UPLOAD DIGITALLY SIGNED AND
 SEALED STRUCTURAL SHEETS.
  
 5. 2ND REVIEW, SET BACK/ SEPARATION FROM PROPOSED
 BUILDING TO PROPERTY LINE(S) AND TO ASSUMED PROPERTY
 LINES IS REQUIRED, FBC B 705.3. DEPENDING ON THE
 LOCATION OF THE PROPERTY LINES AND/OR ASSUMED PROPERTY
 LINES, INFORMATION REGARDING AFFECTED BUILDINGS OR
 PROPOSED BUILDINGS MAY ALSO BE REQUIRED.
 PRIOR TO RESUBMITTING, PLEASE CONFIRM THAT THE SITE
 PLAN WHICH WILL BE REVIEWED NEXT CYCLE INCLUDES NEW
 PROPERTY LINES (REPLAT). AS SHEETS WERE NOT CHANGED,
 THIS WAS NOT REVIEWED AT THIS TIME.
  
 5TH REVIEW - NOT CLEAR HOW THIS WAS ADDRESSED.
  
 6. OK
  
 7. SEE SIGNATURE REVIEW.
  
 8. SEE IMPACT FEE REVIEW.
  
 9-12. OK
  
 13. WHEN RESUBMITTING, A TRANSMITTAL LETTER EXPLAINING
 ALL CHANGES IS REQUIRED FBC 107. THIS IS NOT REQUIRED
 WHEN CHANGES ARE OBVIOUS. THIS RESUBMITTAL INCLUDES A
 NEW SET OF STRUCTURAL DRAWINGS, BUT STRUCTURAL COMMENT
 NOT ADDRESSED, AND NO NEW ARCHITECTURAL SHEETS SO IT IS
 NOT CLEAR IF ARCHITECT DISAGREES WITH THE COMMENT,
 FEELS THE COMMENT WAS ADDRESSED, OR IF SHEETS WERE
 INADVERTENTY NOT UPLOADED FOR REVIEW.
  
 14. THIS PERMIT WILL BE ISSUED WITH PROVISOS:
  
 A. COMPLIANCE WITH ART IN PUBLIC PLACES ORDINANCE
 78-123 REQUIRED: MS. SYBILLE WELTER, 561-822-1515,
 [email protected]. MS. WELTER WILL ADVISE VIA EMAIL WHEN
 THIS IS COMPLETE.
  
 B. FBC 110.3.7.4.3 SHORING AND RESHORE ENGINEERING TO
 BE SUBMITTED AND REVIEWED PRIOR TO INSTALLATION.
 FAILURE TO SUBMIT SHORING/RESHORE ENGINEERING TIMELY
 WILL RESULT IN A STOP WORK ORDER. AN ENGINEERED
 GUARDRAIL DETAIL (CONSTRUCTION IN PROGRESS) IS ALSO
 REQUIRED PRIOR TO INSTALLATION.
  
 C. FBC 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.
  
 D. THE LIFE SAFETY SHEETS WERE NOT THOROUGHLY REVIEWED.
 THIS WILL BE REVIEWED UNDER THE BUILDING PERMIT
 APPLICATION; FOUNDATION PERMIT WILL BE ISSUED AT
 APPLICANT'S RISK.
  
 E. ENERGY CALCS WERE NOT THOROUGHLY REVIEWED. WHEN
 RESUBMITTING THE BUILDING, ADDRESS THE FOLLOWING:
 WATER HEATER COMPLIANCE IS BLANK
 NO DOORS SHOWN
 CHECK ALL
  
 15. NEW COMMENT - FS553, A 4X PLAN REVIEW FEE IS
 REQUIRED TO BE ASSESSED IF THE SAME PLAN REVIEW COMMENT
 HAS BEEN MADE A THIRD TIME. NOTE THAT COMMENT #5 HAS
 NOT BEEN ADDRESSED, 5TH REVIEW. WE HAD A MEETING
 REGARDING THIS ISSUE. NOTE THAT PLAN REVIEW FEE IS
 $6178.
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 4 Status F Date 2018-01-10 Cont ID  
Sent By shill Date 2018-01-10 Time 07:07 Rev Time 0.00
Received By shill Date 2018-01-10 Time 07:07 Sent To  
Notes
2018-01-10 07:07:34****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
  
 W. P. B. PERMIT: 17010911 (HOTEL FOUNDATION)
 ADD: 3200 N. CONGRESS AVE. (ADDRESS TO BE ASSIGNED)
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 E-MAIL: [email protected]
  
 FROM PREVIOUS LIST:
  
 1. SEE THRESHOLD REVIEW.
  
 3. SOIL BEARING VALUES; 2014 FBC-B 1803.3
  
 2ND REVIEW, NOT ADDRESSED. PROVIDE A CURRENT REPORT.
 HAVE SEOR INCORPORATE A SPECIFIC REFERENCE TO THE
 UPDATED SOILS REPORT ON THE PLAN, OR PROVIDE A SHOP
 DRAWING REVIEW OF THE SOILS REPORT.
  
 3RD REVIEW, RESPONSE LETTER STATES "SEE ATTACHED FROM
 UNIVERSAL ENGINEERS." IT IS NOT CLEAR HOW THIS COMMENT
 HAS BEEN ADDRESSED. SEE SHEET S0.00,
 310000-FOUNDATIONS, REVISE TO INCORPORATE GEOTECHNICAL
 REPORT (CURRENTLY "XXXX").
  
 4TH REVIEW, NOT ADDRESSED.
  
 4. SEE SIGNATURE REVIEW.
  
 WITHOUT A RESPONSE LETTER, IT IS NOT CLEAR HOW
 APPLICANT INTENDS TO RESOLVE THIS COMMENT. STRUCTURAL
 PAGE STILL REFERS TO A REPORT OF "XXXX".
  
 5. 2ND REVIEW, SET BACK/ SEPARATION FROM PROPOSED
 BUILDING TO PROPERTY LINE(S) AND TO ASSUMED PROPERTY
 LINES IS REQUIRED, FBC B 705.3. DEPENDING ON THE
 LOCATION OF THE PROPERTY LINES AND/OR ASSUMED PROPERTY
 LINES, INFORMATION REGARDING AFFECTED BUILDINGS OR
 PROPOSED BUILDINGS MAY ALSO BE REQUIRED.
  
 A NOTE ON THE PLANS (A0.0.02) STATES THAT THIS BUILDING
 IS OVER 30 FEET FROM OTHER BUILDINGS AND/OR LOT LINES.
 IT IS NOT CLEAR WHERE THE PROPERTY LINES ARE LOCATED.
 DISTANCE BETWEEN BUILDINGS NOT CLEAR (FOR INSTANCE -
 PROPOSED HOTEL TO BUILDING 11 ON SHEET C2, PROPOSED
 HOTEL TO PARKING GARAGE, HOTEL TO CLUBHOUSE), LOCATION
 OF ASSUMED PROPERTY LINE(S) NOT CLEAR.
  
 3RD REVIEW, RESPONSE LETTER HAS NO RESPONSE FOR THIS
 ITEM. IT IS NOT CLEAR HOW THIS ITEM HAS BEEN ADDRESSED.
  
 FOR INSTANCE - A NOTE ON THE PLAN STATES "EXTERIOR
 OPENING PROTECTION: BUILDING SEPARATION >/=20' NO
 LIMIT." ALTHOUGH THE NOTE STATES THAT THE BUILDING IS
 OVER 30' FROM OTHER BUILDINGS AND/OR LOT LINES, IT IS
 NOT CLEAR WHERE THE ASSUMED PROPERTY LINE, OR THE
 PROPERTY LINE IS LOCATED. SEE ALSO 107.3.5.1.1(1),SET
 BACK/SEPARATION (ASSUMED PROPERTY LINES).
  
 4TH REVIEW - ALL STRUCTURAL SHEETS WERE CHANGED, BUT NO
 RESPONSE OR TRANSMITTAL LETTER WAS PROVIDED WHICH
 EXPLAINED THE CHANGES. NONE OF THE ARCHITECTURAL SHEETS
 WERE CHANGED. IT IS NOT CLEAR HOW THIS WAS ADDRESSED.
  
 PRIOR TO RESUBMITTING, PLEASE CONFIRM THAT THE SITE
 PLAN WHICH WILL BE REVIEWED NEXT CYCLE INCLUDES NEW
 PROPERTY LINES (REPLAT). AS SHEETS WERE NOT CHANGED,
 THIS WAS NOT REVIEWED AT THIS TIME.
  
 6. OK
  
 7. SEE SIGNATURE REVIEW.
  
 8. SEE IMPACT FEE REVIEW.
  
 9. OK
  
 10. FS471, FS481, ARCHITECTS AND ENGINEERS HAVE
 REQUIREMENTS TO HAVE A TITLE BLOCK ON EACH SHEET WHICH
 INCLUDES THE PRINTED NAME AND LICENSE NUMBER, COMPANY
 LICENSE NUMBER (AS WELL AS OTHER INFORMATION).
  
 STRUCTURAL ENGINEER OF RECORD HAS A COMPLIANT TITLE
 BLOCK ON ALL S SHEETS. HOWEVER, REGARDING THE
 ARCHITECTURAL SHEETS, IT NOT CLEAR WHO IS SEALING THESE
 SHEETS. THE ARCHITECTURAL SHEETS LACK A TITLE BLOCK.
 THERE IS A BAR WITH ALL OF THE DESIGN PROFESSIONALS.
 THE ENGINEER'S NAME IS IN THE "SEAL" BLOCK. REVISE
 ARCHITECTURAL SHEETS TO INCLUDE ALL INFORMATION
 REQUIRED BY FAC61G16, FS481.
  
 3RD REVIEW: ENGINEER'S NAME WAS REMOVED FROM THE
 SHEETS, ARCHITECT'S NAME DID NOT REPLACE ENGINEER'S
 NAME. FOR EXAMPLE, SEE SHEET A0.0.02; THIS SHEET IS
 REQUIRED TO BE SIGNED AND SEALED AS IT IS REQUIRED TO
 DEMONSTRATE CODE COMPLIANCE. SEE FS481, A TITLE BLOCK
 FOR THE ARCHITECT IS REQUIRED, INCLUDING THE
 ARCHITECT'S PRINTED NAME AND LICENSE NUMBER, ARCHITECT
 BUSINESS LICENSE NUMBER. THIS COMMENT APPLIES TO OTHER
 (POSSIBLY ALL) A SHEETS.
  
 SEE SHEET A0.0.02; "APPLICABLE CODES" INCLUDES A
 REFERENCE TO THE BROWARD COUNTY AMENDMENTS TO THE FFPC,
 REVISE.
  
 THRESHOLD STATEMENT FOR A SHEETS LACK A REFERENCE TO
 THE BUILDING CODE; REVISE.
  
 4TH REVIEW, NONE OF THE ARCHITECTURAL SHEETS WERE
 CHANGED. IT IS NOT CLEAR HOW THIS WAS ADDRESSED.
  
 11-12. OK
  
 13. WHEN RESUBMITTING, A TRANSMITTAL LETTER EXPLAINING
 ALL CHANGES IS REQUIRED FBC 107. THIS IS NOT REQUIRED
 WHEN CHANGES ARE OBVIOUS. THIS RESUBMITTAL INCLUDES A
 NEW SET OF STRUCTURAL DRAWINGS, BUT STRUCTURAL COMMENT
 NOT ADDRESSED, AND NO NEW ARCHITECTURAL SHEETS SO IT IS
 NOT CLEAR IF ARCHITECT DISAGREES WITH THE COMMENT,
 FEELS THE COMMENT WAS ADDRESSED, OR IF SHEETS WERE
 INADVERTENTY NOT UPLOADED FOR REVIEW.
  
 14. THIS PERMIT WILL BE ISSUED WITH PROVISOS:
  
 A. COMPLIANCE WITH ART IN PUBLIC PLACES ORDINANCE
 78-123 REQUIRED: MS. SYBILLE WELTER, 561-822-1515,
 [email protected]. MS. WELTER WILL ADVISE VIA EMAIL WHEN
 THIS IS COMPLETE.
  
 B. FBC 110.3.7.4.3 SHORING AND RESHORE ENGINEERING TO
 BE SUBMITTED AND REVIEWED PRIOR TO INSTALLATION.
 FAILURE TO SUBMIT SHORING/RESHORE ENGINEERING TIMELY
 WILL RESULT IN A STOP WORK ORDER. AN ENGINEERED
 GUARDRAIL DETAIL (CONSTRUCTION IN PROGRESS) IS ALSO
 REQUIRED PRIOR TO INSTALLATION.
  
 C. FBC 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.
  
 D. THE LIFE SAFETY SHEETS WERE NOT THOROUGHLY REVIEWED.
 THIS WILL BE REVIEWED UNDER THE BUILDING PERMIT
 APPLICATION; FOUNDATION PERMIT WILL BE ISSUED AT
 APPLICANT'S RISK.
  
 E. ENERGY CALCS WERE NOT THOROUGHLY REVIEWED. WHEN
 RESUBMITTING THE BUILDING, ADDRESS THE FOLLOWING:
 WATER HEATER COMPLIANCE IS BLANK
 NO DOORS SHOWN
 CHECK ALL
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status F Date 2017-06-06 Cont ID  
Sent By shill Date 2017-06-06 Time 10:53 Rev Time 0.00
Received By shill Date 2017-06-02 Time 13:45 Sent To  
Notes
2017-06-06 10:54:18****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
  
 W. P. B. PERMIT: 17010911 (HOTEL FOUNDATION)
 ADD: 3200 N. CONGRESS AVE. (ADDRESS TO BE ASSIGNED)
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 E-MAIL: [email protected]
  
 FROM PREVIOUS LIST:
  
 1. SEE THRESHOLD REVIEW.
  
 3. SOIL BEARING VALUES; 2014 FBC-B 1803.3
  
 2ND REVIEW, NOT ADDRESSED. PROVIDE A CURRENT REPORT.
 HAVE SEOR INCORPORATE A SPECIFIC REFERENCE TO THE
 UPDATED SOILS REPORT ON THE PLAN, OR PROVIDE A SHOP
 DRAWING REVIEW OF THE SOILS REPORT.
  
 3RD REVIEW, RESPONSE LETTER STATES "SEE ATTACHED FROM
 UNIVERSAL ENGINEERS." IT IS NOT CLEAR HOW THIS COMMENT
 HAS BEEN ADDRESSED. SEE SHEET S0.00,
 310000-FOUNDATIONS, REVISE TO INCORPORATE GEOTECHNICAL
 REPORT (CURRENTLY "XXXX").
  
 4. SEE SIGNATURE REVIEW.
  
 5. 2ND REVIEW, SET BACK/ SEPARATION FROM PROPOSED
 BUILDING TO PROPERTY LINE(S) AND TO ASSUMED PROPERTY
 LINES IS REQUIRED, FBC B 705.3. DEPENDING ON THE
 LOCATION OF THE PROPERTY LINES AND/OR ASSUMED PROPERTY
 LINES, INFORMATION REGARDING AFFECTED BUILDINGS OR
 PROPOSED BUILDINGS MAY ALSO BE REQUIRED.
  
 A NOTE ON THE PLANS (A0.0.02) STATES THAT THIS BUILDING
 IS OVER 30 FEET FROM OTHER BUILDINGS AND/OR LOT LINES.
 IT IS NOT CLEAR WHERE THE PROPERTY LINES ARE LOCATED.
 DISTANCE BETWEEN BUILDINGS NOT CLEAR (FOR INSTANCE -
 PROPOSED HOTEL TO BUILDING 11 ON SHEET C2, PROPOSED
 HOTEL TO PARKING GARAGE, HOTEL TO CLUBHOUSE), LOCATION
 OF ASSUMED PROPERTY LINE(S) NOT CLEAR.
  
 3RD REVIEW, RESPONSE LETTER HAS NO RESPONSE FOR THIS
 ITEM. IT IS NOT CLEAR HOW THIS ITEM HAS BEEN ADDRESSED.
  
 FOR INSTANCE - A NOTE ON THE PLAN STATES "EXTERIOR
 OPENING PROTECTION: BUILDING SEPARATION >/=20' NO
 LIMIT." ALTHOUGH THE NOTE STATES THAT THE BUILDING IS
 OVER 30' FROM OTHER BUILDINGS AND/OR LOT LINES, IT IS
 NOT CLEAR WHERE THE ASSUMED PROPERTY LINE, OR THE
 PROPERTY LINE IS LOCATED. SEE ALSO 107.3.5.1.1(1),SET
 BACK/SEPARATION (ASSUMED PROPERTY LINES).
  
 6. OK
  
 7. SEE SIGNATURE REVIEW.
  
 8. SEE IMPACT FEE REVIEW.
  
 9. OK
  
 10. FS471, FS481, ARCHITECTS AND ENGINEERS HAVE
 REQUIREMENTS TO HAVE A TITLE BLOCK ON EACH SHEET WHICH
 INCLUDES THE PRINTED NAME AND LICENSE NUMBER, COMPANY
 LICENSE NUMBER (AS WELL AS OTHER INFORMATION).
  
 STRUCTURAL ENGINEER OF RECORD HAS A COMPLIANT TITLE
 BLOCK ON ALL S SHEETS. HOWEVER, REGARDING THE
 ARCHITECTURAL SHEETS, IT NOT CLEAR WHO IS SEALING THESE
 SHEETS. THE ARCHITECTURAL SHEETS LACK A TITLE BLOCK.
 THERE IS A BAR WITH ALL OF THE DESIGN PROFESSIONALS.
 THE ENGINEER'S NAME IS IN THE "SEAL" BLOCK. REVISE
 ARCHITECTURAL SHEETS TO INCLUDE ALL INFORMATION
 REQUIRED BY FAC61G16, FS481.
  
 3RD REVIEW: ENGINEER'S NAME WAS REMOVED FROM THE
 SHEETS, ARCHITECT'S NAME DID NOT REPLACE ENGINEER'S
 NAME. FOR EXAMPLE, SEE SHEET A0.0.02; THIS SHEET IS
 REQUIRED TO BE SIGNED AND SEALED AS IT IS REQUIRED TO
 DEMONSTRATE CODE COMPLIANCE. SEE FS481, A TITLE BLOCK
 FOR THE ARCHITECT IS REQUIRED, INCLUDING THE
 ARCHITECT'S PRINTED NAME AND LICENSE NUMBER, ARCHITECT
 BUSINESS LICENSE NUMBER. THIS COMMENT APPLIES TO OTHER
 (POSSIBLY ALL) A SHEETS.
  
 SEE SHEET A0.0.02; "APPLICABLE CODES" INCLUDES A
 REFERENCE TO THE BROWARD COUNTY AMENDMENTS TO THE FFPC,
 REVISE.
  
 THRESHOLD STATEMENT FOR A SHEETS LACK A REFERENCE TO
 THE BUILDING CODE; REVISE.
  
 11. OK
  
 12. FROM FIRST REVIEW: IF CIVIL SHEETS ARE USED TO SHOW
 COMPLIANCE WITH FLORIDA BUILDING CODE, THE ADVANCED
 BUILDING CODE COURSE IS REQUIRED FOR THE ENGINEER,
 FS471.0195.
  
 2ND REVIEW, NOT CLEAR IF THIS IS REQUIRED AS COMMENT #5
 WAS NOT ADDRESSED.
  
 FROM FIRST REVIEW: THE DBPR WEBSITE
 (WWW.MYFLORIDALICENSE.COM) DOES NOT SHOW THAT JORGE
 REYES, PE HAS TAKEN THE ADVANCED BUILDING CODE COURSE,
 PLEASE ADDRESS.
  
 2ND REVIEW, NOT CLEAR HOW THIS WAS ADDRESSED. AN EMAIL
 WAS SENT TO MR. REYES ON 6/6.
  
 13. THIS PERMIT WILL BE ISSUED WITH PROVISOS:
  
 A. COMPLIANCE WITH ART IN PUBLIC PLACES ORDINANCE
 78-123 REQUIRED: MS. SYBILLE WELTER, 561-822-1515,
 [email protected]. MS. WELTER WILL ADVISE VIA EMAIL WHEN
 THIS IS COMPLETE.
  
 B. FBC 110.3.7.4.3 SHORING AND RESHORE ENGINEERING TO
 BE SUBMITTED AND REVIEWED PRIOR TO INSTALLATION.
 FAILURE TO SUBMIT SHORING/RESHORE ENGINEERING TIMELY
 WILL RESULT IN A STOP WORK ORDER. AN ENGINEERED
 GUARDRAIL DETAIL (CONSTRUCTION IN PROGRESS) IS ALSO
 REQUIRED PRIOR TO INSTALLATION.
  
 C. FBC 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.
  
 D. THE LIFE SAFETY SHEETS WERE NOT THOROUGHLY REVIEWED.
 THIS WILL BE REVIEWED UNDER THE BUILDING PERMIT
 APPLICATION; FOUNDATION PERMIT WILL BE ISSUED AT
 APPLICANT'S RISK.
  
 E. ENERGY CALCS WERE NOT THOROUGHLY REVIEWED. WHEN
 RESUBMITTING THE BUILDING, ADDRESS THE FOLLOWING:
 WATER HEATER COMPLIANCE IS BLANK
 NO DOORS SHOWN
 CHECK ALL
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2017-04-13 Cont ID  
Sent By shill Date 2017-04-13 Time 09:24 Rev Time 0.00
Received By shill Date 2017-04-07 Time 10:10 Sent To  
Notes
2017-04-13 09:24:54****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
  
 W. P. B. PERMIT: 17010911 (HOTEL FOUNDATION)
 ADD: 3200 N. CONGRESS AVE. (ADDRESS TO BE ASSIGNED)
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 E-MAIL: [email protected]
  
 FROM PREVIOUS LIST (RENUMBERED):
  
 1. 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.
  
 2ND REVIEW, UNABLE TO LOCATE.
  
 2. THRESHOLD BLDG., REQUIRED STATEMENT: FS553.79(7)(D),
 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 MINIMUM BUILDING CODES AND THE APPLICABLE
 FIRESAFETY STANDARDS AS DETERMINED BY THE LOCAL
 AUTHORITY IN ACCORDANCE WITH THIS CHAPTER AND CHAPTER
 633.
  
 2ND REVIEW, I WAS UNABLE TO LOCATE THIS STATEMENT ON
 THE ENGINEER'S PLANS.
 STATEMENT WAS ON AN A SHEET BUT NOT CLEAR WHO IS
 SIGNING THAT SHEET (SEE OTHER COMMENT REGARDING TITLE
 BLOCK), STATEMENT NOT CONSISTENT WITH FLORIDA STATUTE
 (LACKS REFERENCE TO BUILDING CODES).
  
 SEE ALSO THRESHOLD REVIEW FOR ADDITIONAL REQUIREMENTS
 (SI AGREEMENT, RESUMES, ETC.).
  
 3. SOIL BEARING VALUES. THE TEST BY UNIVERSAL
 ENGINEERING SCIENCES REFERENCES THE TEST IS PRELIMINARY
 GEOTECHNICAL ENGINEERING REPORT BANYAN CAY- HOTEL
 PLEASE NOTE THE BORING SAMPLES TAKEN CH-1 AND CH-2 ARE
 SHOWN FOR THE CLUBHOUSE, THIS SOILS REPORT HAS NO
 BORINGS SHOWN IN THE REPORT FOR THE HOTEL. NOTE FOR THE
 TENNIS CLUB CENTER UP TO 6 FEET OF MUCK WAS ENCOUNTERED
 WITHIN THE BUILDING FOOTPRINT. PLEASE COMPLY WITH: 2014
 FBC-B 1803.3 BASIS OF INVESTIGATION.
 SOIL CLASSIFICATION SHALL BE BASED ON OBSERVATION AND
 ANY NECESSARY TESTS OF THE MATERIALS DISCLOSED BY
 BORINGS, TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE
 IN APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE
 MADE AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL
 STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS,
 THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING
 CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND
 EXPANSIVENESS.
  
 2ND REVIEW, NOT ADDRESSED. PROVIDE A CURRENT REPORT.
 HAVE SEOR INCORPORATE A SPECIFIC REFERENCE TO THE
 UPDATED SOILS REPORT ON THE PLAN, OR PROVIDE A SHOP
 DRAWING REVIEW OF THE SOILS REPORT.
  
 4. SEE SIGNATURE REVIEW.
  
 5. 2ND REVIEW, SET BACK/ SEPARATION FROM PROPOSED
 BUILDING TO PROPERTY LINE(S) AND TO ASSUMED PROPERTY
 LINES IS REQUIRED, FBC B 705.3. DEPENDING ON THE
 LOCATION OF THE PROPERTY LINES AND/OR ASSUMED PROPERTY
 LINES, INFORMATION REGARDING AFFECTED BUILDINGS OR
 PROPOSED BUILDINGS MAY ALSO BE REQUIRED.
  
 A NOTE ON THE PLANS STATES THAT THIS BUILDING IS OVER
 30 FEET FROM OTHER BUILDINGS AND/OR LOT LINES. IT IS
 NOT CLEAR WHERE THE PROPERTY LINES ARE LOCATED.
 DISTANCE BETWEEN BUILDINGS NOT CLEAR (FOR INSTANCE -
 PROPOSED HOTEL TO BUILDING 11 ON SHEET C2, PROPOSED
 HOTEL TO PARKING GARAGE, HOTEL TO CLUBHOUSE), LOCATION
 OF ASSUMED PROPERTY LINE(S) NOT CLEAR.
  
 6. FROM PREVIOUS LIST: SHEET 019-S-4.06 THE PLANS
 INDICATE PRESSURES FOR THE ROOF ZONES 1-3 AND OVERHANGS
 ZONES 6&7. PRESSURES APPEAR TO BE LOW, UNKNOWNS, SLOPE
 AND MEAN ROOF HEIGHT. TABLE 1609.7(2) ADJUSTMENT
 FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF
 HEIGHT FOR THE BUILDING. THE SAME ISSUE FOR THE WINDOW
 AND DOOR SIZES AND ASSOCIATED PRESSURES (ZONES 4 & 5).
  
 COMMENT NOT ENTIRELY ADDRESSED. SLOPE WAS PROVIDED AS
 4:12 MANSARD. THE ROOF PLAN ON S4.06 APPEARS TO SHOW
 BOTH PITCHED ROOF AND FLAT ROOF AREAS. THE C&C WIND
 DESIGN PRESSURES ON THE TWO CHARTS ARE TOO LOW, EVEN
 FOR THE PITCHED ROOFS. ENGINEER'S INTENT NOT CLEAR; ARE
 ALL ROOFS C&C TO MEET THE SAME DESIGN PRESSURES FOR
 FLAT, MANSARD, AND PITCHED? IF THIS IS THE CASE, C&C
 ROOF PRESSURES TO BE "WORST CASE" CRITERIA (FLAT).
  
 SOME OF THE WALL C&C DESIGN PRESSURES SPECIFIED ALSO
 APPEAR TOO LOW (SEE 1ST REVIEW). EITHER CORRECT DESIGN
 PRESSURES OR INCORPORATE THE CALCULATIONS FOR THE C&C
 DPS INTO THE PLAN. IF THE PRESSURES ARE NOT INCREASED,
 SEND THE CALCULATIONS VIA EMAIL PRIOR TO RESUBMITTAL
 FOR PRELIMINARY REVIEW. IF THE PRESSURES ARE REVISED TO
 BE CONSISTENT WITH THE TABLES IN FBC CHAPTER 16 OR
 ASCE7-10, CALCULATIONS ARE NOT REQUIRED.
  
 7. SEE SIGNATURE REVIEW.
  
 8. SEE IMPACT FEE REVIEW.
  
 NEW COMMENTS:
  
 9. S0.01, A LINE OF TEXT (BETWEEN LINTELS AND ROOF
 DECK) IS NOT LEGIBLE, FBC 107, PROVIDE LEGIBLE TEXT.
  
 10. FS471, FS481, ARCHITECTS AND ENGINEERS HAVE
 REQUIREMENTS TO HAVE A TITLE BLOCK ON EACH SHEET WHICH
 INCLUDES THE PRINTED NAME AND LICENSE NUMBER, COMPANY
 LICENSE NUMBER (AS WELL AS OTHER INFORMATION).
  
 STRUCTURAL ENGINEER OF RECORD HAS A COMPLIANT TITLE
 BLOCK ON ALL S SHEETS. HOWEVER, REGARDING THE
 ARCHITECTURAL SHEETS, IT NOT CLEAR WHO IS SEALING THESE
 SHEETS. THE ARCHITECTURAL SHEETS LACK A TITLE BLOCK.
 THERE IS A BAR WITH ALL OF THE DESIGN PROFESSIONALS.
 THE ENGINEER'S NAME IS IN THE "SEAL" BLOCK. REVISE
 ARCHITECTURAL SHEETS TO INCLUDE ALL INFORMATION
 REQUIRED BY FAC61G16, FS481.
  
 11. CIVIL SHEETS USE NGVD29 VERTICAL DATUM. A0.0.02
 PROPOSES A FINISHED FLOOR OF 22'0' NAVD88. THERE IS A
 CONFLICT OF APPROXIMATELY 18"; REVISE TO BE CONSISTENT.
 NGVD29 IS RECOMMENDED AT THIS TIME.
  
 12. IF CIVIL SHEETS ARE USED TO SHOW COMPLIANCE WITH
 FLORIDA BUILDING CODE, THE ADVANCED BUILDING CODE
 COURSE IS REQUIRED FOR THE ENGINEER, FS471.0195.
  
 THE DBPR WEBSITE (WWW.MYFLORIDALICENSE.COM) DOES NOT
 SHOW THAT JORGE REYES, PE HAS TAKEN THE ADVANCED
 BUILDING CODE COURSE, PLEASE ADDRESS.
  
 13. THIS PERMIT WILL BE ISSUED WITH PROVISOS:
  
 A. COMPLIANCE WITH ART IN PUBLIC PLACES ORDINANCE
 78-123 REQUIRED: MS. SYBILLE WELTER, 561-822-1515,
 [email protected]. MS. WELTER WILL ADVISE VIA EMAIL WHEN
 THIS IS COMPLETE.
  
 B. FBC 110.3.7.4.3 SHORING AND RESHORE ENGINEERING TO
 BE SUBMITTED AND REVIEWED PRIOR TO INSTALLATION.
 FAILURE TO SUBMIT SHORING/RESHORE ENGINEERING TIMELY
 WILL RESULT IN A STOP WORK ORDER. AN ENGINEERED
 GUARDRAIL DETAIL (CONSTRUCTION IN PROGRESS) IS ALSO
 REQUIRED PRIOR TO INSTALLATION.
  
 C. FBC 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.
  
 D. THE LIFE SAFETY SHEETS WERE NOT THOROUGHLY REVIEWED.
 THIS WILL BE REVIEWED UNDER THE BUILDING PERMIT
 APPLICATION; FOUNDATION PERMIT WILL BE ISSUED AT
 APPLICANT'S RISK.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2017-02-09 Cont ID  
Sent By jwitmer Date 2017-02-09 Time 08:39 Rev Time 0.00
Received By shill Date 2017-02-09 Time 06:02 Sent To  
Notes
2017-02-09 08:39:40BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17010911 (HOTEL FOUNDATION)
 ADD: 3200 N. CONGRESS AVE. (ADDRESS TO BE ASSIGNED)
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 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: THURS. FEB. 09/ 2017
 ACTION: DENIED
  
 1) THE ADDRESS OF 3200 N. CONGRESS IS A PRELIMINARY
 SITE ADDRESS FOR THE WHOLE DEVELOPMENT. A SEPARATE
 ADDRESS WILL BE ASSIGNED TO EACH NEW PROPERTY AS THE
 PARCEL IS BROKE UP INTO INDUVIAL LOTS.
 ADDRESSING: CITY MUNI CODE SEC.78-6 (1-7).
 107.2.1 INFORMATION ON CONSTRUCTION DOCUMENTS
 CONSTRUCTION DOCUMENTS SHALL BE OF SUFFICIENT CLARITY
 TO INDICATE THE LOCATION, NATURE AND EXTENT OF THE WORK
 PROPOSED.
  
 2) ART IN PUBLIC PLACES. 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 6/29/14, AND
 THE TOTAL PROJECT CONSTRUCTION COSTS ARE EQUAL TO OR
 GREATER THAN $750,000 WILL NEED TO COMPLY WITH THIS
 ORDINANCE.
 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.
 FOR CONTACT INFORMATION PLEASE CONTACT:
 MS. SYBILLE WELTER ART IN PUBLIC PLACES COORDINATOR
 822-1515 E-MAIL: [email protected]
  
 3) THE COST OF THE PROJECT WILL BE EVALUATED UNDER THE
 BUILDING PERMIT. PERMIT FEES/ PLAN REVIEW:
 W P B ADMINISTRATIVE CODE 108.2 SCHEDULE OF PERMIT
 FEES. ON BUILDINGS, STRUCTURES, ELECTRICAL, GAS,
 MECHANICAL AND PLUMBING SYSTEMS OR ALTERATIONS
 REQUIRING A PERMIT, A FEE FOR EACH PERMIT SHALL BE PAID
 AS REQUIRED, IN ACCORDANCE WITH THE SCHEDULE
 ESTABLISHED BY THE APPLICABLE GOVERNING AUTHORITY.
  
 4) THE PLANS AND SOILS REPORT INDICATES THIS IS TO BE A
 4 STORY HOTEL. THIS PROJECT IS IDENTIFIED AS A
 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.
  
 4A) 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.
  
 4B) 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
 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 E-MAILED TO: [email protected] THURS.
 FEB. 09/2017 08:38 AM
  
 4C) 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.
  
 4D) 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. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 4E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 4F) 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.
  
 4G) 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.
  
 4H) 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.
  
 4I) 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.
  
 5A) SOIL BEARING VALUES. THE TEST BY UNIVERSAL
 ENGINEERING SCIENCES REFERENCES THE TEST IS PRELIMINARY
 GEOTECHNICAL ENGINEERING REPORT BANYAN CAY- HOTEL
 PLEASE NOTE THE BORING SAMPLES TAKEN CH-1 AND CH-2 ARE
 SHOWN FOR THE CLUBHOUSE, THIS SOILS REPORT HAS NO
 BORINGS SHOWN IN THE REPORT FOR THE HOTEL. NOTE FOR THE
 TENNIS CLUB CENTER UP TO 6 FEET OF MUCK WAS ENCOUNTERED
 WITHIN THE BUILDING FOOTPRINT. PLEASE COMPLY WITH: 2014
 FBC-B 1803.3 BASIS OF INVESTIGATION.
 SOIL CLASSIFICATION SHALL BE BASED ON OBSERVATION AND
 ANY NECESSARY TESTS OF THE MATERIALS DISCLOSED BY
 BORINGS, TEST PITS OR OTHER SUBSURFACE EXPLORATION MADE
 IN APPROPRIATE LOCATIONS. ADDITIONAL STUDIES SHALL BE
 MADE AS NECESSARY TO EVALUATE SLOPE STABILITY, SOIL
 STRENGTH, POSITION AND ADEQUACY OF LOAD-BEARING SOILS,
 THE EFFECT OF MOISTURE VARIATION ON SOIL-BEARING
 CAPACITY, COMPRESSIBILITY, LIQUEFACTION AND
 EXPANSIVENESS.
  
 5B) SOILS REPORT IS NOT DIGITALLY SIGNED. 61G15-23.005
 PROCEDURES FOR SIGNING AND SEALING ELECTRONICALLY
 TRANSMITTED PLANS, SPECIFICATIONS, REPORTS OR OTHER
 DOCUMENTS.
  
 6A) THIS PERMIT IS FOR A FOUNDATION BUT TO DATE THERE
 HAS BEEN NO SURVEY SUBMITTED NOR SITE PLAN SHOWING THE
 LOCATION OF THE BUILDING ON THE PROPERTY, CLOSENESS TO
 PROPERTY LINE, EASEMENTS, OR IDENTIFICATION OF TYPE OF
 FLOOD ZONE, AND FINISH FLOOR ELEVATION IN NGVD.
 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS: 107.3.5.1.1 BUILDING
 1. SITE REQUIREMENTS:
 PARKING
 FIRE ACCESS
 VEHICLE LOADING
 DRIVING/TURNING RADIUS
 FIRE HYDRANT/WATER SUPPLY/POST INDICATOR VALVE (PIV)
 SET BACK/SEPARATION (ASSUMED PROPERTY LINES)
 LOCATION OF SPECIFIC TANKS, WATER LINES AND SEWER LINES
 FLOOD HAZARD AREAS, FLOOD ZONES, AND DESIGN FLOOD
 ELEVATIONS
 107.2.5 SITE PLAN. THE CONSTRUCTION DOCUMENTS SUBMITTED
 WITH THE APPLICATION FOR PERMIT SHALL BE ACCOMPANIED BY
 A SITE PLAN SHOWING TO SCALE THE SIZE AND LOCATION OF
 NEW CONSTRUCTION AND EXISTING STRUCTURES ON THE SITE,
 DISTANCES FROM LOT LINES, THE ESTABLISHED STREET GRADES
 AND THE PROPOSED FINISHED GRADES AND, AS APPLICABLE,
 FLOOD HAZARD AREAS, FLOODWAYS, AND DESIGN FLOOD
 ELEVATIONS; AND IT SHALL BE DRAWN IN ACCORDANCE WITH AN
 ACCURATE BOUNDARY LINE SURVEY.
  
 6B) 2014 FLORIDA BUILDING CODE W 2014 WEST PALM BEACH
 AMENDMENTS TO THE FLORIDA BUILDING CODE, CHAPTER 1,
 ADMINISTRATION 107.3.5 MINIMUM PLAN REVIEW CRITERIA FOR
 BUILDINGS.
 107.3.5.1 COMMERCIAL BUILDINGS: 107.3.5.1.1 BUILDING
 3. MINIMUM TYPE OF CONSTRUCTION SHALL BE DETERMINED
 (SEE TABLE 503).
 5. BUILDING FIRE SPRINKLERED OR NOT: FIRE SUPPRESSION
 SYSTEMS SHALL INCLUDE:
 SCHEMATIC FIRE SPRINKLERS
 STANDPIPES
 PRE-ENGINEERED SYSTEMS
 RISER DIAGRAM
 7. OCCUPANCY LOAD/EGRESS REQUIREMENTS SHALL INCLUDE:
 OCCUPANCY LOAD
 GROSS
 NET
 MEANS OF EGRESS
 EXIT ACCESS
 EXIT
 EXIT DISCHARGE
 STAIRS CONSTRUCTION/GEOMETRY AND PROTECTION
 DOORS
 EMERGENCY LIGHTING AND EXIT SIGNS
 SPECIFIC OCCUPANCY REQUIREMENTS
 CONSTRUCTION REQUIREMENTS
 HORIZONTAL EXITS/EXIT PASSAGEWAYS
  
 7) A FOUNDATION PERMIT IS NEVER ISSUED UNTIL THE
 BUILDING PERMIT IS APPLIED FOR, AND OR ENOUGH
 INFORMATION IS GIVEN IN THE FLOOR PLAN LAYOUT AND
 ELEVATIONS (SUBMIT ARCHITECTURAL FLOOR PLANS AND
 ELEVATIONS) THAT THE BUILDING DOESN?T HAVE MAJOR FLAWS
 IN THE DESIGN AND PERMITS NOT ATTAINABLE TO COMPLETE
 THE PROJECT. EVEN WITH THE ISSUANCE OF A FOUNDATION
 PERMIT IT IS AT THE PERMIT HOLDERS OWN RISK.
 107.3.3 PHASED APPROVAL. 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 HOLDER?S OWN RISK WITH
 THE BUILDING OPERATION AND WITHOUT ASSURANCE THAT A
 PERMIT FOR THE ENTIRE STRUCTURE WILL BE GRANTED.
  
 8A) SHEET 019-S-4.06 THE PLANS INDICATE PRESSURES FOR
 COMPONENTS AND CLADDING. THERE IS A DISCREPANCY IN
 PLANS. SHEET 001-S-0.00 INDICATES VULT WIND SPEED TO BE
 170 MPH (3-SECOND GUST), VASD TO BE 132 (3-SECOND
 GUST). SHEET 019-S-4.06 INDICATES WIND AS VULT= 175
 MPH, 3 SECOND GUST AND VASD = 136 MPH 3 SECOND GUST.
 DISCREPANCY IN PLANS 107.2.1.3 ADDITIONAL INFORMATION
 IS REQUIRED.
  
 8B) SHEET 001-S-0.00 PROVIDES A PARTIAL WIND DESIGN,
 THE DESIGN DOES NOT PROVIDE AT WHAT HEIGHT THE MEAN
 ROOF HEIGHT HAS BEEN TAKEN. 2014 FBC-B 3. WIND
 EXPOSURE. APPLICABLE WIND DIRECTION IF MORE THAN ONE
 WIND EXPOSURE IS UTILIZED) SHEET 019-S-4.06 THE PLANS
 INDICATE PRESSURES 9) ) SHEET 019-S-4.06 THE PLANS
 INDICATE PRESSURES FOR THE ROOF ZONES 1-3 AND OVERHANGS
 ZONES 6&7. PRESSURES APPEAR TO BE LOW, UNKNOWNS, SLOPE
 AND MEAN ROOF HEIGHT. TABLE 1609.7(2) ADJUSTMENT
 FACTORS FOR HEIGHT & EXPOSURE. PROVIDE THE MEAN ROOF
 HEIGHT FOR THE BUILDING. THE SAME ISSUE FOR THE WINDOW
 AND DOOR SIZES AND ASSOCIATED PRESSURES (ZONES 4 & 5).
  
 9) STRUCTURAL SHEETS, THERE IS NO DIGITAL SIGNATURE
 FROM THE ENGINEER OF RECORD.
 61G15-23.005 PROCEDURES FOR SIGNING AND SEALING
 ELECTRONICALLY TRANSMITTED PLANS, SPECIFICATIONS,
 REPORTS OR OTHER DOCUMENTS.
  
 FLORIDA ADMINISTRATIVE CODE 61G15-23.005 (3)(C) A
 SCANNED, FACSIMILE, DIGITALLY CREATED OR COPIED IMAGE
 OF THE LICENSEE?S SIGNATURE SHALL NOT BE USED ON
 ELECTRONICALLY SIGNED AND SEALED ENGINEERING PLANS,
 SPECIFICATIONS, REPORTS OR OTHER DOCUMENTS.
  
 10) 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.
 11) 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.
  
 A THOROUGH REVIEW CANNOT BE MADE AT THIS TIME, AS A
 RESULT OF THE ADDITIONAL INFORMATION REQUESTED
 ADDITIONAL COMMENTS MAY APPEAR THAT WERE NOT PART OF
 THIS REVIEW.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2017-03-23 Cont ID  
Sent By vperez Date 2017-03-23 Time 09:45 Rev Time 0.00
Received By vperez Date 2017-03-23 Time 09:45 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status F Date 2017-02-14 Cont ID  
Sent By vperez Date 2017-02-14 Time 09:07 Rev Time 0.00
Received By vperez Date 2017-02-14 Time 09:07 Sent To  
Notes
2017-02-14 09:10:42INITIAL 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- PLEASE PROVIDE AN ELECTRICAL ONE-LINE DIAGRAM
 REFLECTING THE GROUNDING ELECTRODE CONDUCTOR SIZE IN
 CONNECTION WITH THE FOUNDATION FOOTER. ALSO REFLECT ANY
 ELECTRICAL TO BE INSTALLED IN FOUNDATION, EXAMPLE FLOOR
 BOXES, NOTES ON RACEWAY FROM UTILITY(POWER AND COMM)
 ROUTES ETC, FBC 107.3.5
  
 VAL PEREZ
 *6717
Review Stop ENG ENGINEERING CSD
Rev No 1 Status N Date 2017-02-24 Cont ID  
Sent By skennedy Date 2017-02-24 Time 17:15 Rev Time 0.00
Received By skennedy Date 2017-02-24 Time 17:15 Sent To  
Notes
2017-05-04 11:13:33FORMAL SUBMITTAL OF THE DEVELOPMENT PERMIT IS REQUIRED
 WITH CWPB ENGINEERING DEPT.
  
 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
  
  
  
2017-02-24 17:15:55PER MGONZALES EMAIL OF 2/24/17 ENGINEERING REVIEW WILL
 BE DONE UNDER FORMAL ENGINEERING SUBMITTAL ONLY.
Review Stop FIRE FIRE DEPARTMENT
Rev No 3 Status P Date 2018-03-15 Cont ID  
Sent By scaldero Date 2018-03-15 Time 14:24 Rev Time 0.00
Received By scaldero Date 2018-03-15 Time 14:24 Sent To  
Notes
2018-03-15 14:27:13******** FOUNDATION ONLY********
  
 APPROVED FIRE DEPARTMENT ACCESS AND APPROVED WATER
 SUPPLY REQUIRED PRIOR TO VERTICAL CONSTRUCTION.
  
  
 PER NFPA 241 SECTION 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.
  
 TEMPORARY CONSTRUCTION TRAILERS OR MODULAR BUILDINGS
 WILL REQUIRE A PERMIT AND COMPLIANCE WITH THE
 FOLLOWING:
 PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
 ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:
 TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF
 COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE
 CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,
 TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.
 PER 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.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2017-03-22 Cont ID  
Sent By wjolin Date 2017-03-22 Time 16:17 Rev Time 0.00
Received By wjolin Date 2017-03-22 Time 16:17 Sent To  
Notes
2017-03-22 16:17:35*****FOUNDATION ONLY*****
  
 APPROVED FIRE DEPARTMENT ACCESS AND APPROVED WATER
 SUPPLY NEEDED PRIOR TO VERTICAL CONSTRUCTION.
  
 PER NFPA 241 SECTION 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
 TEMPORARY CONSTRUCTION TRAILERS OR MODULAR BUILDINGS
 WILL REQUIRE A PERMIT AND COMPLIANCE WITH THE
 FOLLOWING:
 PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
 ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:
 TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF
 COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE
 CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,
 TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.
 PER 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.
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status P Date 2017-02-15 Cont ID  
Sent By wjolin Date 2017-02-15 Time 07:22 Rev Time 0.00
Received By wjolin Date 2017-02-15 Time 07:22 Sent To  
Notes
2017-02-15 07:22:35*****FOUNDATION ONLY*****
  
 APPROVED FIRE DEPARTMENT ACCESS AND APPROVED WATER
 SUPPLY NEEDED PRIOR TO VERTICAL CONSTRUCTION.
  
 PER NFPA 241 SECTION 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
 TEMPORARY CONSTRUCTION TRAILERS OR MODULAR BUILDINGS
 WILL REQUIRE A PERMIT AND COMPLIANCE WITH THE
 FOLLOWING:
 PER NFPA 241- STANDARD FOR SAFEGUARDING CONSTRUCTION,
 ALTERATION, AND DEMOLITION OPERATIONS, SECTION 4.2:
 TEMPORARY OFFICES, TRAILERS, AND OTHER FACILITIES OF
 COMBUSTIBLE CONSTRUCTION OR HOUSING COMBUSTIBLE
 CONTENTS SHALL BE SEPARATED FROM ADJACENT BUILDINGS,
 TRAILERS OR STRUCTURES IN ACCORDANCE WITH TABLE 4.2.1.
 PER 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.
  
  
  
Review Stop I INCOMING/PROCESSING
Rev No 7 Status N Date 2018-07-11 Cont ID  
Sent By shill Date 2018-07-11 Time 18:18 Rev Time 0.00
Received By shill Date 2018-07-11 Time 11:32 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 6 Status N Date 2018-05-13 Cont ID  
Sent By shill Date 2018-05-13 Time 09:29 Rev Time 0.00
Received By shill Date 2018-04-18 Time 14:58 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 5 Status N Date 2018-04-02 Cont ID  
Sent By shill Date 2018-04-02 Time 17:07 Rev Time 0.00
Received By shill Date 2018-03-12 Time 14:52 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 4 Status N Date 2018-02-16 Cont ID  
Sent By shill Date 2018-02-16 Time 06:45 Rev Time 0.00
Received By shill Date 2017-12-20 Time 15:20 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 3 Status N Date 2017-07-20 Cont ID  
Sent By lmarchan Date 2017-07-20 Time 15:12 Rev Time 0.00
Received By lmarchan Date 2017-06-01 Time 12:05 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2017-04-14 Cont ID  
Sent By cpuell Date 2017-04-14 Time 15:44 Rev Time 0.00
Received By cpuell Date 2017-03-21 Time 09:36 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2017-02-27 Cont ID  
Sent By lmarchan Date 2017-02-27 Time 14:06 Rev Time 0.00
Received By lmarchan Date 2017-01-30 Time 08:04 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 3 Status P Date 2018-11-05 Cont ID  
Sent By dbattles Date 2018-11-05 Time 13:08 Rev Time 0.00
Received By dbattles Date 2018-11-05 Time 13:08 Sent To  
Notes
2018-11-05 13:09:23MU-2017-015390-0000
 HARD COPY WITH COUNTY STAMP BROUGHT IN ON 11/5/18
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2018-07-18 Cont ID  
Sent By shill Date 2018-07-18 Time 12:39 Rev Time 0.00
Received By shill Date 2018-07-18 Time 12:39 Sent To  
Notes
2018-07-18 12:40:07IMPACT FEES TO BE COLLECTED PRIOR TO VERTICAL PERMIT
 ISSUANCE
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2017-02-09 Cont ID  
Sent By jwitmer Date 2017-02-09 Time 08:40 Rev Time 0.00
Received By jwitmer Date 2017-02-09 Time 06:02 Sent To  
Notes
2017-02-09 08:40:28BEFORE 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 BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 TEL: 561-805-6715
 FAX: 561-805-6676
 E-MAIL: [email protected]
  
  
  
Review Stop M MECHANICAL (A/C)
Rev No 1 Status N Date 2017-02-06 Cont ID  
Sent By ccole Date 2017-02-06 Time 14:20 Rev Time 0.00
Received By ccole Date 2017-02-06 Time 14:20 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 3 Status P Date 2017-06-13 Cont ID  
Sent By gjohnson Date 2017-06-13 Time 17:07 Rev Time 0.00
Received By gjohnson Date 2017-06-13 Time 17:07 Sent To  
Notes
***NONE***
Review Stop P PLUMBING
Rev No 2 Status F Date 2017-03-30 Cont ID  
Sent By gjohnson Date 2017-03-30 Time 14:55 Rev Time 0.00
Received By gjohnson Date 2017-03-30 Time 10:43 Sent To  
Notes
2017-03-30 16:28:182ND REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 1. PLEASE PROVIDE FIXTURE COUNT BREAKDOWN BASED ON
 OCCUPANT LOAD OF FIRST FLOOR. PER WPB AMEND TO FBC
 107.2.1
  
 2. SHT. P-0.0.00 ON THE TABLE FOR HORIZONTAL PIPE
 HANGERS THE DISTANCE FOR CPVC SHALL BE 3' . PER FBC PL
 TABLE 308.5
  
 3. SHT. P-1.1.00 THE GREASE TRAP CALCULATION THAT WERE
 USED ARE FOR ESTABLISHMENTS WITH COMMERCIAL KITCHENS
 THIS APPLICATION SHALL BE FOR RESTAURANTS ITS A
 DIFFERENT CALCULATION USING NUMBER OF SEATS AND HOURS
 OF OPERATION. PER FBC PL 1003.2
  
 4. LABEL ALL FIXTURES ON RISER DIAGRAMS. PER WPB AMEND
 TO FBC 107.2.1
  
 5. P-3.0.02 THE BRANCH DRAIN FOR THE FLOOR DRAIN AND
 LAVS IN MENS BATHROOM #1149 SHALL NOT ROLL UP OVER THE
 8" BUILDINGG DRAIN YOU CAN ROLL THE BRANCH DRAIN FOR
 THE WHOLE GAIN BATHROOM UP TO CLEAR THE BUILDIN DRAIN
 MAIN TRUNK LINE. PER FBC PL 901.2.1
  
 6. SOME OF THE SOIL STACK ARE NOTE SIZED OR LABELED
 PLEASE CLARIFY. PER WPB AMEND TO FBC 107.2.1
  
 7. PLEASE PROVIDE KITCHEN EQUIPMENT PLAN AND SCHEDULE
 FOR #1129, #1118 AND #1119. PER WPB AMEND TO FBC
 107.2.1
  
 8. PROVIDE PLUMBING FLOOR PLAN WITH THE SOIL STACKS
 LABELED TO MATCH RISER DIAGRAM. FOR FIRST FLOOR. PER
 WPB AMEND TO FBC 107.2.1
  
 9. HORIZONTAL DRY VENTS ARE PROHIBITED BELOW FLOOD
 LEVEL RIM OF FIXTURES I FOUND A FEW IN THE KITCHEN AND
 SOME OTHER AREAS BUT IT WAS DIFFICULT TO LOCATE EXACT
 LOCATION DUE TO NOT HAVING A PLUMBING FLOOR PLAN PLEASE
 CHECK FOR NEXT REVIEW. PER WPB AMEND TO FBC 107.2.1
  
 10. PROVIDE TRAP PRIMERS ON ALL FLOOR DRAINS. PER FBC
 PL 1002.41002.41002.4
  
 FYI A COMPLETE AND THOROUGH REVIEW CANNOT BE DONE AT
 THIS TIME. UPON RESUBMITTAL THERE MAYBE ADDITIONAL
 COMMENTS.
  
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2017-02-10 Cont ID  
Sent By gjohnson Date 2017-02-10 Time 13:33 Rev Time 0.00
Received By gjohnson Date 2017-02-10 Time 13:33 Sent To  
Notes
2017-02-10 13:35:101ST REVIEW
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER LL
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES
 BUILDING DIVISION
 561-805-6711
 [email protected]
  
 1. WILL THERE BE ANY PLUMBING UNDER THIS FOUNDATION
 PERMIT IF SO PLEASE PROVIDE DRAWING CLEARLY INDECATING
 WHAT PLUMBING WILL BE DONE OR PROVIDE NOTE ON PLAN
 INDICATING NO PLUMBING. PER WPB AMEND TO FBC 107.2.1
  
 DUE TO THE DEFICIENCIES OF THIS PLAN A COMPLETE AND
 THOROUGH REVIEW CANNOT BE DONE AT THIS TIME. UPON
 RESUBMITTAL THERE MAYBE ADDITIONAL COMMENTS.
  
 WHEN RESUBMITTING PLANS, REMOVE AND REPLACE ANY PAGES
 AS NECESSARY. A NARRATIVE LISTING THE ORIGINAL REVIEW
 COMMENT NUMBER WITH A DESCRIPTION OF THE CHANGES MADE
 AND IDENTIFYING THE SHEET OR SPECIFICATION PAGE WHERE
 THE CHANGE CAN BE FOUND WILL HELP EXPEDITE THE REVIEW.
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 7 Status P Date 2018-07-18 Cont ID  
Sent By shill Date 2018-07-18 Time 18:25 Rev Time 0.00
Received By shill Date 2018-07-18 Time 18:25 Sent To  
Notes
2018-07-18 18:28:02***THRESHOLD BUILDING***, POST TENSION 6"-8" SLABS, FRT
 TRUSSES, TYPE IIA
 ARCHITECT - ADACHE GROUP ARCHITECTS, DANIEL E. ADACHE
 AR7073
 ENGINEER - MUE ENGINEERS, INC (29348), MARCUS O.
 UNTERWEGER, PE63860
 MEP - TLC ENGINEERING
 MECHANICAL - ??? JORGE E. REYES, PE OR HECTOR E.
 GONZALEZ?
 ELECTRICAL - RALPH BAEZA, PE42641
 PLUMBING - JORGE E. REYES, PE54904
  
  
 1. ARCHITECTURAL, ELECTRICAL, PLUMBING, STRUCTURAL
 SHEETS OK (NEW S SHEETS PROVIDED VIA EMAIL)
  
 2. THRESHOLD DOCS (SI AGREEMENT, RESUMES) - RECEIVED
 PAPER, ROUTED TO KEN CONRAD.
  
 3. SOILS REPORT - OK (RECEIVED PAPER ORIGINAL).
  
 4. CIVIL PAGES - OK (RECEIVED PAPER ORIGINAL)
  
 5. SITE EGRESS PLAN - OK (RECEIVED PAPER ORIGINAL)
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 6 Status F Date 2018-07-11 Cont ID  
Sent By shill Date 2018-07-11 Time 18:03 Rev Time 0.00
Received By shill Date 2018-07-07 Time 18:12 Sent To  
Notes
2018-07-11 18:06:52****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 ***THRESHOLD BUILDING***, POST TENSION 6"-8" SLABS, FRT
 TRUSSES, TYPE IIA
 ARCHITECT - ADACHE GROUP ARCHITECTS, DANIEL E. ADACHE
 AR7073
 ENGINEER - MUE ENGINEERS, INC (29348), MARCUS O.
 UNTERWEGER, PE63860
 MEP - TLC ENGINEERING
 MECHANICAL - ??? JORGE E. REYES, PE OR HECTOR E.
 GONZALEZ?
 ELECTRICAL - RALPH BAEZA, PE42641
 PLUMBING - JORGE E. REYES, PE54904
  
  
 1. ARCHITECTURAL (EXCEPT AS NOTED BELOW), ELECTRICAL,
 PLUMBING SHEETS OK. ANY NEW SHEETS SUBMITTED IN NEXT
 REVIEW CYCLE REQUIRE REVIEW.
  
 NEW STRUCTURAL PAGES COMPLETELY REPLACED ALL PREVIOUS
 STRUCTURAL PAGES AND ARE NOT DIGITALLY SIGNED AND
 SEALED.
  
 (ADVISED APPLICANT VIA EMAIL) PLEASE EITHER:
  
  UPLOAD INDIVIDUAL ORIGINAL SIGNED AND SEALED PAGES
 (NAMED SAME AS THE PAGES WHICH ARE NOT S&S) IN THE
 "DRAWINGS" FOLDER, OR
  
  PROVIDE ONE PDF OF ALL STRUCTURAL SHEETS WHICH IS
 DIGITALLY SIGNED AND SEALED; SEND TO ME VIA EMAIL AND
 CC [email protected], [email protected]
  
 2. THRESHOLD DOCS (SI AGREEMENT, RESUMES) - RECEIVED
 PAPER, ROUTED TO KEN CONRAD.
  
 3. SOILS REPORT - OK (RECEIVED PAPER ORIGINAL).
  
 4. CIVIL PAGES - OK (RECEIVED PAPER ORIGINAL)
  
 5. SITE EGRESS PLAN IS NOT SIGNED AND SEALED, FS481.
  
 6. DOCUMENT SP-2 05-22-17 WITH SETBACKS.PDF IS
 DIGITALLY SIGNED AND SEALED BY A LANDSCAPE ARCHITECT.
  
 7. OK
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 5 Status F Date 2018-05-13 Cont ID  
Sent By shill Date 2018-05-13 Time 08:28 Rev Time 0.00
Received By shill Date 2018-05-13 Time 08:10 Sent To  
Notes
2018-05-13 08:38:32****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 ***THRESHOLD BUILDING***, POST TENSION 6"-8" SLABS, FRT
 TRUSSES, TYPE IIA
 ARCHITECT - ADACHE GROUP ARCHITECTS, DANIEL E. ADACHE
 AR7073
 ENGINEER - MUE ENGINEERS, INC (29348), MARCUS O.
 UNTERWEGER, PE63860
 MEP - TLC ENGINEERING
 MECHANICAL - ??? JORGE E. REYES, PE OR HECTOR E.
 GONZALEZ?
 ELECTRICAL - RALPH BAEZA, PE42641
 PLUMBING - JORGE E. REYES, PE54904
  
  
 1. STRUCTURAL, ARCHITECTURAL (EXCEPT AS NOTED BELOW),
 ELECTRICAL, PLUMBING SHEETS OK. ANY NEW SHEETS
 SUBMITTED IN NEXT REVIEW CYCLE REQUIRE REVIEW.
  
 2. THRESHOLD INSPECTION PLAN OK (IN SUPPORTING DOCS
 FOLDER).
  
 3. SOILS REPORT IS NOT DIGITALLY SIGNED AND SEALED;
 PROVIDE ONE PAPER ORIGINAL OR UPLOAD DIGITALLY SIGNED
 AND SEALED DOCUMENT IN NEXT REVIEW.
  
 4. CIVIL PAGES ARE NOT DIGITALLY SIGNED AND SEALED;
 PROVIDE ONE PAPER ORIGINAL OR UPLOAD DIGITALLY SIGNED
 AND SEALED DOCUMENTS IN NEXT REVIEW.
  
 5. SITE EGRESS PLAN IS NOT SIGNED AND SEALED, FS481.
  
 6. DOCUMENT SP-2 05-22-17 WITH SETBACKS.PDF IS
 DIGITALLY SIGNED AND SEALED BY A LANDSCAPE ARCHITECT.
  
 7. AS ADVISED IN OTHER REVIEWS, THE LICENSE NUMBERS FOR
 THE BUSINESS FOR ARCHITECT AND ENGINEER ARE REQUIRED TO
 BE ON THE TITLE BLOCK, FS471, FS481 (ADACHE AND TLC).
 PLEASE UPDATE ALL SHEETS BUT ONLY UPLOAD SHEETS WHICH
 CHANGE DUE TO CODE RELATED COMMENTS. YOU CAN FIND THE
 BUSINESS LICENSE NUMBERS AT WWW.MYFLORIDALICENSE.COM.
  
  
  
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 4 Status F Date 2018-04-02 Cont ID  
Sent By shill Date 2018-04-02 Time 17:04 Rev Time 0.00
Received By shill Date 2018-04-02 Time 17:04 Sent To  
Notes
2018-04-02 17:05:28S SHEETS NOT SIGNED AND SEALED
 NEED SIGNED & SEALED SOILS REPORT (PETER READ, PE)
  
  
 STRUCTURAL CALCS OK
 THRESHOLD INSPECTION PLAN OK
  
 6/16 - HARD COPY CIVIL DRAWINGS IN LIBRARY
 PLUMB PAGES OK GPJ 6/13/17
 ELEC SHEETS OK - SH 1/10/18
  
  
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 3 Status F Date 2018-01-10 Cont ID  
Sent By shill Date 2018-01-10 Time 07:10 Rev Time 0.00
Received By shill Date 2018-01-10 Time 07:10 Sent To  
Notes
2018-01-10 07:10:236/16 - HARD COPY CIVIL DRAWINGS IN LIBRARY
 PLUMB PAGES OK GPJ 6/13/17
 ELEC SHEETS OK - SH 1/10/18
  
 A, S SHEETS NOT SIGNED AND SEALED
 NEED SIGNED & SEALED SOILS REPORT (PETER READ, PE)
 STRUCTURAL CALCS OK
 THRESHOLD INSPECTION PLAN OK
  
  
  
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status F Date 2017-08-28 Cont ID  
Sent By shill Date 2017-07-20 Time 06:19 Rev Time 0.00
Received By shill Date 2017-08-28 Time 06:19 Sent To  
Notes
2017-06-16 12:52:316/16 - HARD COPY CIVIL DRAWINGS IN LIBRARY
2017-06-13 17:11:30PLUMB PAGES OK GPJ 6/13/17
2017-06-02 14:38:51A, C, S SHEETS NOT SIGNED AND SEALED
 SITE PLAN OK
  
 NEED SIGNED & SEALED SOILS REPORT (PETER READ, PE)
 STRUCTURAL CALCS OK
 THRESHOLD INSPECTION PLAN OK
  
  
  
  
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2017-04-14 Cont ID  
Sent By shill Date 2017-05-11 Time 08:13 Rev Time 0.00
Received By shill Date 2017-05-11 Time 08:13 Sent To  
Notes
2017-04-05 07:41:53NEED SIGNED & SEALED SOILS REPORT (PETER READ, PE)
 A, S, C SHEETS NOT SIGNED & SEALED (SEE PLAN REVIEW
 NOTES)
  
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 7 Status P Date 2018-09-07 Cont ID  
Sent By shill Date 2018-09-07 Time 11:14 Rev Time 0.00
Received By shill Date 2018-09-07 Time 11:14 Sent To  
Notes
2018-09-07 11:15:3017010911 SI AGREEMENT SIGNED BY:
 ANDREW SULLIVAN, PE SI, MCNAMARA SALVIA
 CHAD CASSETT, PE - INSPECTOR
 SERGIO GONZALEZ, PE - INSPECTOR
 CONTRACTOR - DON PERRY, JACOB ERECTING & CONSTRUCTION
 LLC
 OWNER - DOMENIC GIATTO
  
 PROJECT INFORMATION:
  
 BANYAN CAY FOUR STORY HOTEL **FOUNDATION ONLY**
 ***THRESHOLD BUILDING***, POST TENSION 6"-8" SLABS, FRT
 TRUSSES, TYPE IIA
 ARCHITECT - ADACHE GROUP ARCHITECTS, DANIEL E. ADACHE
 AR7073
 ENGINEER - MUE ENGINEERS, INC (29348), MARCUS O.
 UNTERWEGER, PE63860
 MEP - TLC ENGINEERING
 MECHANICAL - JORGE E. REYES, PE54904
 ELECTRICAL - RALPH BAEZA, PE42641
 PLUMBING - JORGE E. REYES, PE54904
  
  
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 6 Status P Date 2018-07-20 Cont ID  
Sent By shill Date 2018-07-20 Time 13:14 Rev Time 0.00
Received By shill Date 2018-07-07 Time 18:15 Sent To  
Notes
2018-07-07 18:15:2217010911 SI AGREEMENT SIGNED BY:
 ANDREW SULLIVAN, PE SI, MCNAMARA SALVIA
 CHAD CASSETT, PE - INSPECTOR (WILL ADD SERGIO GONZALEZ,
 PE AT FUTURE DATE)
 CONTRACTOR - DON PERRY, JACOB ERECTING & CONSTRUCTION
 LLC
 OWNER - DOMENIC GIATTO
  
 PROJECT INFORMATION:
  
 BANYAN CAY FOUR STORY HOTEL **FOUNDATION ONLY**
 ***THRESHOLD BUILDING***, POST TENSION 6"-8" SLABS, FRT
 TRUSSES, TYPE IIA
 ARCHITECT - ADACHE GROUP ARCHITECTS, DANIEL E. ADACHE
 AR7073
 ENGINEER - MUE ENGINEERS, INC (29348), MARCUS O.
 UNTERWEGER, PE63860
 MEP - TLC ENGINEERING
 MECHANICAL - JORGE E. REYES, PE54904
 ELECTRICAL - RALPH BAEZA, PE42641
 PLUMBING - JORGE E. REYES, PE54904
  
  
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 5 Status F Date 2018-05-13 Cont ID  
Sent By shill Date 2018-05-13 Time 08:39 Rev Time 0.00
Received By shill Date 2018-05-13 Time 08:39 Sent To  
Notes
2018-05-13 08:40:42NO NEW DOCUMENTS PROVIDED; SI AGREEMENT WAS UPLOADED ON
 6/1/2017.
  
 SEE PREVIOUS REVIEW
  
 AS THIS AGREEMENT WAS NOT COMPLETED PRIOR TO
 IMPLEMENTATION OF AN UPDATED AGREEMENT, PLEASE COMPLETE
 THE NEW SI AGREEMENT. SEND A REQUEST FOR THE DOCUMENT
 TO [email protected]
  
 THIS WILL BE ACCEPTED VIA EMAIL ONLY IF THE AGREEMENT
 IS 100% COMPLETE WITH ALL SIGNATURES AND RESUMES AND
 COPIES OF LICENSES FOR INSPECTORS
 DUE TO TIME CONSTRAINTS, PLEASE DO NOT SEND AN
 INCOMPLETE DOCUMENT. REVIEWING VIA EMAIL IS A COURTESY
 - IF MULTIPLE INCOMPLETE DOCUMENTS ARE SUBMITTED (AS
 HAVE BEEN IN THE PAST ON OTHER PROJECTS), THIS WILL BE
 REVIEWED ONLY DURING A REVIEW CYCLE.
  
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 4 Status F Date 2018-04-02 Cont ID  
Sent By shill Date 2018-04-02 Time 17:07 Rev Time 0.00
Received By shill Date 2018-04-02 Time 17:07 Sent To  
Notes
2018-04-02 17:07:49****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
  
 COMMENTS FROM PREVIOUS REVIEW (NO NEW DOCUMENTS WERE
 UPLOADED INTO PROJECTDOX)
  
 1. THE INSPECTOR AGREEMENT IS NOT COMPLETE; ALL
 SIGNATURES ARE REQUIRED. WHEN ALL SIGNATURES ARE
 PROVIDED, ALONG WITH RESUMES, THE PACKAGE WILL BE
 FORWARDED TO KEN CONRAD FOR REVIEW.
  
 A COMPLETE THRESHOLD PACKAGE MAY BE SENT TO ME VIA
 EMAIL.
  
 2. NAME OF THE SI INSPECTION COMPANY IS NOT LEGIBLE.
  
 3. PLEASE ADVISE; WHO WILL BE THE ON- SITE
 INSPECTOR(S)? IF ONLY MR. RAJRAJBHANDARI IS TO BE AN ON
 SITE INSPECTOR, IT IS RECOMMENDED THAT YOU HAVE AN
 ALTERNATE IN THE EVENT THAT INDIVIDUAL IS UNAVAILABLE
 (ILLNESS, VACATION, OR OTHER REASON). ONLY INSPECTORS
 WHO HAVE BEEN APPROVED AND WHO HAVE SIGNED THE
 AGREEMENT WILL BE PERMITTED. SOME COMPANIES HAVE ALL OF
 THEIR EMPLOYEES SIGN THE AGREEMENT; ONE INSPECTOR TO BE
 PRIMARY, THE OTHERS TO BE BACKUP.
  
 4. SEE THRESHOLD INSPECTION PLAN AND REQUIREMENTS FOR
 THE SPECIAL INSPECTOR. THE RESUMES SHOULD REFLECT THE
 EXPERIENCE REQUIRED AND SHOULD BE REVIEWED BY ARCHITECT
 AND ENGINEER OF RECORD.
  
 5. CLARIFY; WHO WILL MONITOR THE VIBRO FLOTATION?
  
 6. CLARIFY; THE DULY AUTHORIZED REPRESENTATIVE MAY NOT
 BE THE SAME PERSON PERFORMING ANY MATERIAL TESTING PER
 THRESHOLD INSPECTION PLAN; ACKNOWLEDGE INSPECTOR'S
 UNDERSTANDING OF THIS REQUIREMENT.
  
 7. SEE BUILDING REVIEW; THRESHOLD STATEMENT FOR A
 SHEETS LACK REFERENCE TO THE BUILDING CODE, SEE FS553.
  
  
 NOTES:
 THRESHOLD INSPECTION PLAN (SUPPORTING DOCUMENTS) - OK
 THRESHOLD STATEMENT ON ALL S SHEETS - OK
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status F Date 2018-01-10 Cont ID  
Sent By shill Date 2018-01-10 Time 07:12 Rev Time 0.00
Received By shill Date 2018-01-10 Time 07:12 Sent To  
Notes
2018-01-10 07:13:22****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
  
 COMMENTS FROM PREVIOUS REVIEW (NO NEW DOCUMENTS WERE
 UPLOADED INTO PROJECTDOX)
  
 1. THE INSPECTOR AGREEMENT IS NOT COMPLETE; ALL
 SIGNATURES ARE REQUIRED. WHEN ALL SIGNATURES ARE
 PROVIDED, ALONG WITH RESUMES, THE PACKAGE WILL BE
 FORWARDED TO KEN CONRAD FOR REVIEW.
  
 A COMPLETE THRESHOLD PACKAGE MAY BE SENT TO ME VIA
 EMAIL.
  
 2. NAME OF THE SI INSPECTION COMPANY IS NOT LEGIBLE.
  
 3. PLEASE ADVISE; WHO WILL BE THE ON- SITE
 INSPECTOR(S)? IF ONLY MR. RAJRAJBHANDARI IS TO BE AN ON
 SITE INSPECTOR, IT IS RECOMMENDED THAT YOU HAVE AN
 ALTERNATE IN THE EVENT THAT INDIVIDUAL IS UNAVAILABLE
 (ILLNESS, VACATION, OR OTHER REASON). ONLY INSPECTORS
 WHO HAVE BEEN APPROVED AND WHO HAVE SIGNED THE
 AGREEMENT WILL BE PERMITTED. SOME COMPANIES HAVE ALL OF
 THEIR EMPLOYEES SIGN THE AGREEMENT; ONE INSPECTOR TO BE
 PRIMARY, THE OTHERS TO BE BACKUP.
  
 4. SEE THRESHOLD INSPECTION PLAN AND REQUIREMENTS FOR
 THE SPECIAL INSPECTOR. THE RESUMES SHOULD REFLECT THE
 EXPERIENCE REQUIRED AND SHOULD BE REVIEWED BY ARCHITECT
 AND ENGINEER OF RECORD.
  
 5. CLARIFY; WHO WILL MONITOR THE VIBRO FLOTATION?
  
 6. CLARIFY; THE DULY AUTHORIZED REPRESENTATIVE MAY NOT
 BE THE SAME PERSON PERFORMING ANY MATERIAL TESTING PER
 THRESHOLD INSPECTION PLAN; ACKNOWLEDGE INSPECTOR'S
 UNDERSTANDING OF THIS REQUIREMENT.
  
 7. SEE BUILDING REVIEW; THRESHOLD STATEMENT FOR A
 SHEETS LACK REFERENCE TO THE BUILDING CODE, SEE FS553.
  
  
 NOTES:
 THRESHOLD INSPECTION PLAN (SUPPORTING DOCUMENTS) - OK
 THRESHOLD STATEMENT ON ALL S SHEETS - OK
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status F Date 2017-06-02 Cont ID  
Sent By shill Date 2017-06-02 Time 14:32 Rev Time 0.00
Received By shill Date 2017-06-02 Time 14:32 Sent To  
Notes
2017-06-02 14:38:16****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. THE INSPECTOR AGREEMENT IS NOT COMPLETE; ALL
 SIGNATURES ARE REQUIRED. WHEN ALL SIGNATURES ARE
 PROVIDED, ALONG WITH RESUMES, THE PACKAGE WILL BE
 FORWARDED TO KEN CONRAD FOR REVIEW.
  
 A COMPLETE THRESHOLD PACKAGE MAY BE SENT TO ME VIA
 EMAIL.
  
 2. NAME OF THE SI INSPECTION COMPANY IS NOT LEGIBLE.
  
 3. PLEASE ADVISE; WHO WILL BE THE ON- SITE
 INSPECTOR(S)? IF ONLY MR. RAJRAJBHANDARI IS TO BE AN ON
 SITE INSPECTOR, IT IS RECOMMENDED THAT YOU HAVE AN
 ALTERNATE IN THE EVENT THAT INDIVIDUAL IS UNAVAILABLE
 (ILLNESS, VACATION, OR OTHER REASON). ONLY INSPECTORS
 WHO HAVE BEEN APPROVED AND WHO HAVE SIGNED THE
 AGREEMENT WILL BE PERMITTED. SOME COMPANIES HAVE ALL OF
 THEIR EMPLOYEES SIGN THE AGREEMENT; ONE INSPECTOR TO BE
 PRIMARY, THE OTHERS TO BE BACKUP.
  
 4. SEE THRESHOLD INSPECTION PLAN AND REQUIREMENTS FOR
 THE SPECIAL INSPECTOR. THE RESUMES SHOULD REFLECT THE
 EXPERIENCE REQUIRED AND SHOULD BE REVIEWED BY ARCHITECT
 AND ENGINEER OF RECORD.
  
 5. CLARIFY; WHO WILL MONITOR THE VIBRO FLOTATION?
  
 6. CLARIFY; THE DULY AUTHORIZED REPRESENTATIVE MAY NOT
 BE THE SAME PERSON PERFORMING ANY MATERIAL TESTING PER
 THRESHOLD INSPECTION PLAN; ACKNOWLEDGE INSPECTOR'S
 UNDERSTANDING OF THIS REQUIREMENT.
  
 7. SEE BUILDING REVIEW; THRESHOLD STATEMENT FOR A
 SHEETS LACK REFERENCE TO THE BUILDING CODE, SEE FS553.
  
  
 NOTES:
 THRESHOLD INSPECTION PLAN (SUPPORTING DOCUMENTS) - OK
 THRESHOLD STATEMENT ON ALL S SHEETS - OK
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2017-02-09 Cont ID  
Sent By jwitmer Date 2017-02-09 Time 08:40 Rev Time 0.00
Received By jwitmer Date 2017-02-09 Time 08:40 Sent To  
Notes
2017-02-09 08:42:39BUILDING PLAN REVIEW
 W. P. B. PERMIT: 17010911 (HOTEL FOUNDATION)
 ADD: 3200 N. CONGRESS AVE. (ADDRESS TO BE ASSIGNED)
 CONT: HEDRICK BROTHERS
 TEL: 561-689-8880
 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: THURS. FEB. 09/ 2017
 ACTION: DENIED
 1) THE PLANS AND SOILS REPORT INDICATES THIS IS TO BE A
 4 STORY HOTEL. THIS PROJECT IS IDENTIFIED AS A
 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.
  
 1A) 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.
  
 1B) 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
 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 E-MAILED TO: [email protected] THURS.
 FEB. 09/2017 08:38 AM
  
 1C) 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.
  
 1D) 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. UNDER NO CIRCUMSTANCES
 WILL AN INSPECTOR BE INTERVIEWED FOR WORK WITHOUT FIRST
 MEETING THE ABOVE CRITERIA.
  
 1E) THE CONTRACTOR WILL PRODUCE A JOB SUMMARY OR
 HISTORY FOR THIS TYPE OF CONSTRUCTION.
  
 1F) 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.
  
 1G) 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.
  
 1H) 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.
  
 1I) 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.
  
 JAMES A. WITMER BN, PX, CBO
 SENIOR COMMERCIAL COMBINATION PLANS EXAMINER
 CONSTRUCTION SERVICES DIVISION/ DEVELOPMENT SERVICES
 DEPARTMENT
 401 CLEMATIS ST.
 WEST PALM BEACH. FL 33402
 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 Z ZONING
Rev No 6 Status P Date 2018-07-20 Cont ID  
Sent By jroach Date 2018-07-20 Time 13:52 Rev Time 0.00
Received By jroach Date 2018-07-20 Time 13:52 Sent To  
Notes
2018-07-20 13:53:21ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 07.20.2018
 PERMIT NO.: 17010911
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THIS PERMIT REVIEW IS FOR THE HOTEL FOUNDATION ONLY!
  
 2. THE BANYAN CAY RESIDENTIAL/COMMERCIAL PLANNED
 DEVELOPMENT (CPD) SHALL BE SUBJECT TO ALL DEVELOPMENT
 ORDER CONDITIONS AND DESIGN GUIDELINES OUTLINED IN
 RESOLUTION NO. 307-17, APPROVED ON NOVEMBER 20, 2017,
 AND AS MAY BE AMENDED.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 5 Status P Date 2018-03-23 Cont ID  
Sent By jroach Date 2018-03-23 Time 16:15 Rev Time 0.00
Received By jroach Date 2018-03-23 Time 16:15 Sent To  
Notes
2018-03-23 16:15:43ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 03.23.2018
 PERMIT NO.: 17010911
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THIS PERMIT REVIEW IS FOR THE HOTEL FOUNDATION ONLY!
  
 2. THE BANYAN CAY RESIDENTIAL/COMMERCIAL PLANNED
 DEVELOPMENT (CPD) SHALL BE SUBJECT TO ALL DEVELOPMENT
 ORDER CONDITIONS AND DESIGN GUIDELINES OUTLINED IN
 RESOLUTION NO. 307-17, APPROVED ON NOVEMBER 20, 2017,
 AND AS MAY BE AMENDED.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 4 Status P Date 2018-02-13 Cont ID  
Sent By JR Date 2018-02-13 Time 10:51 Rev Time 0.00
Received By jroach Date 2018-02-13 Time 10:51 Sent To  
Notes
2018-02-13 10:55:07ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 02.013.2018
 PERMIT NO.: 17010911
 ___________________________________________
  
 REVIEW STATUS: PASSED WITH PROVISOS
 ___________________________________________
  
 THIS REVIEW HAS BEEN PASSED SUBJECT TO THE FOLLOWING
 PROVISOS:
  
 1. THIS PERMIT REVIEW IS FOR THE HOTEL FOUNDATION ONLY!
  
 2. THE BANYAN CAY RESIDENTIAL/COMMERCIAL PLANNED
 DEVELOPMENT (CPD) SHALL BE SUBJECT TO ALL DEVELOPMENT
 ORDER CONDITIONS AND DESIGN GUIDELINES OUTLINED IN
 RESOLUTION NO. 307-17, APPROVED ON NOVEMBER 20, 2017,
 AND AS MAY BE AMENDED.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 3 Status F Date 2017-07-20 Cont ID  
Sent By jroach Date 2017-07-20 Time 15:04 Rev Time 0.00
Received By jroach Date 2017-07-20 Time 15:04 Sent To  
Notes
2017-07-20 15:05:04ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 07.20.2017
 PERMIT NO.: 17070911
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. AS THE SITE PLAN DOES NOT MATCH THAT WHICH WAS
 APPROVED BY THE DEVELOPMENT SERVICES DEPARTMENT -
 PLANNING DIVISION VIA MINOR AMENDMENT TO THE BANYAN CAY
 PLANNED DEVELOPMENT ON MAY 13, 2016, AN AMENDMENT TO
 THE PLANNED DEVELOPMENT WILL BE REQUIRED PRIOR TO
 ISSUANCE OF THE PERMIT. SUCH AMENDMENT APPLICATION HAS
 BEEN SUBMITTED BUT SHALL BE APPROVED PRIOR TO ISSUANCE
 OF THE PERMIT.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 2 Status F Date 2017-04-14 Cont ID  
Sent By jroach Date 2017-04-14 Time 15:08 Rev Time 0.00
Received By jroach Date 2017-04-14 Time 15:08 Sent To  
Notes
2017-04-14 15:10:08ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 02.27.2017
 PERMIT NO.: 17070911
 ADDRESS: 3200 N CONGRESS AVENUE
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: FOUNDATION/SLAB FOR NEW HOTEL
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. AS THE SITE PLAN DOES NOT MATCH THAT WHICH WAS
 APPROVED BY THE DEVELOPMENT SERVICES DEPARTMENT -
 PLANNING DIVISION VIA MINOR AMENDMENT TO THE BANYAN CAY
 PLANNED DEVELOPMENT ON MAY 13, 2016, AN AMENDMENT TO
 THE PLANNED DEVELOPMENT WILL BE REQUIRED PRIOR TO
 ISSUANCE OF THE PERMIT. SUCH AMENDMENT APPLICATION HAS
 BEEN SUBMITTED BUT SHALL BE APPROVED PRIOR TO ISSUANCE
 OF THE PERMIT.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  
Review Stop Z ZONING
Rev No 1 Status F Date 2017-02-27 Cont ID  
Sent By jroach Date 2017-02-27 Time 14:00 Rev Time 0.00
Received By jroach Date 2017-02-27 Time 14:00 Sent To  
Notes
2017-02-27 14:00:49ZONING PLAN REVIEW
 ___________________________________________
  
 DATE OF REVIEW: 02.27.2017
 PERMIT NO.: 17070911
 ADDRESS: 3200 N CONGRESS AVENUE
 CONTRACTOR/CONTACT:
 TELEPHONE NO.:
 SCOPE OF REVIEW: FOUNDATION/SLAB FOR NEW HOTEL
 ___________________________________________
  
 REVIEW STATUS: FAILED
 ___________________________________________
  
 PLEASE PROVIDE A WRITTEN RESPONSE TO THE FOLLOWING PLAN
 REVIEW COMMENTS:
  
 1. A SITE PLAN SHALL BE PROVIDED SHOWING THE PROPOSED
 LOCATION OF THE FOUNDATION/SLAB. SITE PLAN SHALL MATCH
 THAT WHICH WAS APPROVED BY THE DEVELOPMENT SERVICES
 DEPARTMENT ? PLANNING DIVISION VIA MINOR AMENDMENT TO
 THE BANYAN CAY PLANNED DEVELOPMENT ON MAY 13, 2016. IF
 THE FOUNDATION/SLAB DIFFERS FROM THAT WHICH WAS
 APPROVED, AN AMENDMENT TO THE PLANNED DEVELOPMENT WILL
 BE REQUIRED PRIOR TO ISSUANCE OF THE PERMIT.
 ___________________________________________
  
 PLEASE NOTE THAT SUBMITTAL OF ADDITIONAL AND/OR REVISED
 MATERIALS MAY RESULT IN NEW PLAN REVIEW COMMENTS.
 ___________________________________________
  
 QUESTIONS/COMMENTS, PLEASE CONTACT THE FOLLOWING:
  
 JOHN P. ROACH, AICP, PRINCIPAL PLANNER
 CITY OF WEST PALM BEACH
 DEVELOPMENT SERVICES DEPARTMENT ? PLANNING DIVISION
 401 CLEMATIS STREET - P.O. BOX 3147
 WEST PALM BEACH, FLORIDA 33402
  
 P: 561.822.1448
 F: 561.822.1460
  
 E: [email protected]
  
 W: WPB.ORG
  


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