Plan Review Details - Permit 16030058
Plan Review Stops For Permit 16030058
Review Stop AD ADDRESSING
Rev No 2 Status N Date 2016-05-11 Cont ID  
Sent By shill Date 2016-05-11 Time 09:41 Rev Time 0.00
Received By shill Date 2016-05-05 Time 16:26 Sent To  
Notes
2016-05-11 09:43:01ISSUED AT CONTRACTOR'S RISK
 THE REPLAT AND ADDRESS FOR THIS SITE HAS NOT BEEN
 COMPLETED. PROVISO; THIS IS TO BE COMPLETED PRIOR TO
 BUILDING C.O.
  
  
Review Stop AD ADDRESSING
Rev No 1 Status F Date 2016-03-21 Cont ID  
Sent By shill Date 2016-03-21 Time 09:57 Rev Time 0.00
Received By shill Date 2016-03-21 Time 09:57 Sent To  
Notes
2016-03-21 09:59:36****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 A MAIN ADDRESS FOR THIS BUILDING WILL BE ASSIGNED BY
 THE ADDRESSING DEPARTMENT.
  
 PLEASE CONTACT ME IF YOU NEED ADDITIONAL ASSISTANCE.
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 3 Status P Date 2016-05-14 Cont ID  
Sent By shill Date 2016-05-14 Time 12:26 Rev Time 0.00
Received By shill Date 2016-05-14 Time 12:26 Sent To  
Notes
2016-05-14 12:26:53****PROVISOS****
 ****ISSUED AT CONTRACTOR'S RISK****
 ***REVISED 6/23/16; ADDED RE-PLAT TO PROVISO #2
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. 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.
  
 2. A UNITY OF TITLE OR RE-PLAT IS REQUIRED FOR
 COMPLIANCE WITH FBC 705.8. WHEN AVAILABLE, PROVIDE THE
 BOOK AND PAGE WHERE THIS HAS BEEN RECORDED OR PROVIDE A
 COPY OF THE RECORDED UNITY OF TITLE OR RE-PLAT
 (REQUIRED PRIOR TO C.O.).
  
 3. REVISION REQUIRED:
 A. PROVIDE REVISED SHEET A100.
 B. THE WIND TUNNEL REPORT SUBMITTED IS NOT SIGNED AND
 SEALED AND IS AN "INTERIM" REPORT RATHER THAN THE
 "FINAL STRUCTURAL LOADS REPORT." PROVIDE THE DIGITALLY
 SIGNED AND SEALED FINAL STRUCTURAL LOADS REPORT.
  
 4. PER DOR, NV5 HAS REVIEWED THE FOUNDATION DESIGN PER
 THEIR RECOMMENDATION AND WILL MONITOR THE AUGERCAST
 PILE INSTALLATION.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 2 Status F Date 2016-05-11 Cont ID  
Sent By shill Date 2016-05-11 Time 13:09 Rev Time 0.00
Received By shill Date 2016-05-05 Time 16:25 Sent To  
Notes
2016-05-11 13:15:07****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 FROM PREVIOUS LIST:
  
 10. PROVIDE A SITE PLAN WHICH SHOWS THE PROPOSED
 UNIFIED PARCEL, BUILDING OUTLINE, AND DISTANCE OF THE
 EXTERIOR WALLS TO THE PROPERTY LINE OR CENTERLINE OF
 PUBLIC WAY TO SHOW COMPLIANCE WITH FBC TABLE 705.8.
  
 2ND REVIEW, APPLICABLE DIMENSIONS ARE NOT SHOWN. PLEASE
 REVISE PLAN TO SHOW THE DISTANCE FROM THE PROPOSED
 BUILDING TO THE PROPERTY LINE OR TO CENTERLINE OF
 PUBLIC WAY. IF ANY EXCEPTIONS ARE USED, PLEASE NOTE.
 SEE FBC TABLE 602, 705.8. THE DISTANCE TO PROPERTY LINE
 (OR CENTERLINE OF PUBLIC WAY) IS NOT CLEAR. THE WIDTH
 OF THE PUBLIC WAY ON EACH SIDE SHOULD BE SHOWN SO
 COMPLIANCE IS CLEAR.
  
 11. SEE GEOTECHNICAL REPORT, SECTION 7.2.2, NOTE 18, AN
 NV5 SHOULD PROVIDE FULL TIME QUALITY CONTROL INSPECTION
 TO DOCUMENT THE EXCAVATION AND GROUTING OF EACH PILE
 AND TO PROVIDE, IN CONJUNCTION WITH A LICENSED OFFICE
 ENGINEER, ANY NECESSARY FIELD ADJUSTMENTS OF PILE TIP
 ELEVATIONS. DOES APPLICANT INTEND TO ACCEPT THIS
 RECOMMENDATION? IF NOT, WHAT OTHER PROVISIONS WILL BE
 MADE FOR QUALITY CONTROL AND TO ADDRESS 2014 FBC-B
 1810.3.5.2.2 (SEE COMMENT BELOW).
  
 RESPONSE LETTER STATES THAT OWNERSHIP HAS ADVISED THE
 DESIGN TEAM THEY WILL ADDRESS THIS ISSUE DIRECTLY WITH
 THE APPROPRIATE BUILDING OFFICIAL. THIS IS TO BE
 ADDRESSED PRIOR TO ISSUANCE.
  
 12. SEE GEOTECHNICAL REPORT, SECTION 8.0 REGARDING
 SOILS ENGINEER RECOMMENDATION THAT THEY REVIEW THE
 FOUNDATION DESIGN; HAS THIS BEEN DONE? PROVIDE A LETTER
 OR SHOP DRAWING REVIEW STAMP, FBC 107.
  
 13. REGARDING THE WIND TUNNEL TEST, PROVIDE ONE OF THE
 FOLLOWING:
  
 A. ENGINEERING IS TO BE SIGNED AND SEALED BY A FLORIDA
 REGISTERED PE, FS 471, OR
 B. ENGINEER OF RECORD IS TO PROVIDE A SHOP DRAWING
 REVIEW OR A LETTER WHICH STATES THAT HE ACCEPTS THE
 REPORT'S FINDINGS AND FINDS THAT THE TEST WAS DONE WITH
 STANDARD ENGINEERING PRACTICE
  
 RESPONSE LETTER STATES THAT OWNERSHIP HAS ADVISED THE
 DESIGN TEAM THEY WILL ADDRESS THIS ISSUE DIRECTLY WITH
 THE APPROPRIATE BUILDING OFFICIAL. THIS IS TO BE
 ADDRESSED PRIOR TO ISSUANCE.
  
 *****
 PLEASE CONTACT ME REGARDING A POSSIBLE PROVISO FOR THE
 ABOVE ITEMS.
 *****
  
 THIS PERMIT WILL BE ISSUED WITH THE FOLLOWING PROVISOS:
  
 ****PROVISOS****
 ****ISSUED AT CONTRACTOR?S RISK****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. 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.
  
 2. A REPLAT IS REQUIRED FOR COMPLIANCE WITH FBC 705.8.
 WHEN AVAILABLE, PROVIDE THE BOOK AND PAGE WHERE THIS
 HAS BEEN RECORDED OR PROVIDE A COPY OF THE RECORDED
 PLAT.
  
  
  
Review Stop B BUILDING (STRUCTURAL)
Rev No 1 Status F Date 2016-03-21 Cont ID  
Sent By shill Date 2016-03-21 Time 09:56 Rev Time 0.00
Received By shill Date 2016-03-17 Time 09:56 Sent To  
Notes
2016-03-21 09:56:31****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. SEE SOILS REPORT, 6.3.1 (PAGE 9), A LINE HAS BEEN
 REMOVED, PLEASE PROVIDE COMPLETE REPORT.
  
 2. FBC CHAPTER 34, SEE SHEET S001, CODES REFER TO
 STANDARDS WITH A DIFFERENT VERSION THAN SPECIFIED IN
 CHAPTER 34. PLEASE REVISE. USE OF A DIFFERENT STANDARD
 THAN THAT OF GOVERNING CODE WOULD REQUIRE A WRITTEN
 ANALYSIS OF THE DIFFERENCES TO BE PRESENTED TO THE
 BUILDING OFFICIAL FOR CONSIDERATION.
  
 3. THE PLANS SUBMITTED ARE NOT SIGNED AND SEALED. IF
 DIGITALLY SIGNED AND SEALED PLANS ARE NOT PROVIDED FOR
 PLAN REVIEW, AND OTHER DOCUMENTS ARE PROVIDED AT THE
 END OF PLAN REVIEW, PLEASE BE AWARE THAT THE SIGNATURE
 REVIEW MAY TAKE UP TO A WEEK TO COMPLETE (AFTER
 SUBMITTAL OF THE SIGNATURE DOCUMENTS), AFTER ALL
 REVIEWS HAVE PASSED. IT IS STRONGLY RECOMMENDED THAT
 DIGITALLY SIGNED AND SEALED PLANS ARE SUBMITTED AT THIS
 TIME FOR REVIEW.
  
 4. THE STRUCTURAL PAGES, ELECTRICAL PAGES, WIND TUNNEL
 REPORT AND PLUMBING PAGES DO NOT HAVE A TITLE BLOCK FOR
 THE ENGINEER WHICH IS IN COMPLIANCE WITH FS 471,
 FAC61G15-23.002. PLEASE SEE WWW.FBPE.ORG, LAWS AND
 RULES. THE TITLE BLOCK PORTION IS HIGHLIGHTED. THE
 TITLE BLOCK IS LACKING THE CERTIFICATE OF
 AUTHORIZATION, PRINTED NAME AND LICENSE NUMBER OF THE
 PERSON SEALING THE DOCUMENT.
  
 5. IT APPEARS THE ELECTRICAL PAGES WERE UPLOADED TWICE;
 ONCE IN THE PLAN FOLDER AND ONCE IN THE SUPPORTING
 DOCUMENTS FOLDER. PLEASE REMOVE THE PAGES IN THE
 SUPPORTING DOCUMENTS FOLDER OR CLARIFY THE PURPOSE OF
 TWO SETS OF DOCUMENTS, FBC 107.
  
 6. SEE FLORIDA STATUTE 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.
  
 I WAS UNABLE TO LOCATE THIS STATEMENT (ARCHITECT,
 ENGINEER), PLEASE REVISE PLANS TO INCLUDE OR ADVISE AS
 TO WHERE THIS CAN BE FOUND ON THE PLANS SUBMITTED.
  
 7. PLEASE CONFIRM SCOPE OF THIS FOUNDATION PERMIT.
 AUGERCAST PILES AND PILE CAPS ARE INCLUDED ON THE
 PERMIT DESCRIPTION. WILL THE GRADE BEAMS AND FIRST LIFT
 OF COLUMNS BE INCLUDED IN THE SCOPE OF THIS PERMIT? AS
 THIS PROJECT HAS A TIGHT TIMELINE, CONSIDER EXPANDING
 THE SCOPE TO AVOID SCHEDULING ISSUES IN THE EVENT THAT
 THE FULL BUILDING PERMIT IS NOT ISSUED ON THE SCHEDULE
 ANTICIPATED. ALTERNATIVELY, THIS FOUNDATION PERMIT
 (CURRENTLY LIMITED TO AUGERCAST PILES AND PILE CAPS)
 CAN BE EXPANDED WITH A REVISION.
  
 8. THE PLUMBING PAGES ARE MARKED ?FOR REFERENCE ONLY.?
 IF THE SCOPE OF THE FOUNDATION PERMIT INCLUDES COLUMNS
 AND GRADE BEAMS, A PLUMBING PERMIT WILL BE REQUIRED AND
 THE PAGES SHOULD BE SIGNED AND SEALED.
  
 9. THIS PROJECT CROSSES PROPERTY LINES. PLEASE ADVISE,
 WILL THE PARCELS BE UNIFIED, OR A REPLAT FILED? FBC
 705.8.
  
 10. PROVIDE A SITE PLAN WHICH SHOWS THE PROPOSED
 UNIFIED PARCEL, BUILDING OUTLINE, AND DISTANCE OF THE
 EXTERIOR WALLS TO THE PROPERTY LINE OR CENTERLINE OF
 PUBLIC WAY TO SHOW COMPLIANCE WITH FBC TABLE 705.8.
  
 11. SEE GEOTECHNICAL REPORT, SECTION 7.2.2, NOTE 18, AN
 NV5 SHOULD PROVIDE FULL TIME QUALITY CONTROL INSPECTION
 TO DOCUMENT THE EXCAVATION AND GROUTING OF EACH PILE
 AND TO PROVIDE, IN CONJUNCTION WITH A LICENSED OFFICE
 ENGINEER, ANY NECESSARY FIELD ADJUSTMENTS OF PILE TIP
 ELEVATIONS. DOES APPLICANT INTEND TO ACCEPT THIS
 RECOMMENDATION? IF NOT, WHAT OTHER PROVISIONS WILL BE
 MADE FOR QUALITY CONTROL AND TO ADDRESS 2014 FBC-B
 1810.3.5.2.2 (SEE COMMENT BELOW).
  
 12. SEE GEOTECHNICAL REPORT, SECTION 8.0 REGARDING
 SOILS ENGINEER RECOMMENDATION THAT THEY REVIEW THE
 FOUNDATION DESIGN; HAS THIS BEEN DONE? PROVIDE A LETTER
 OR SHOP DRAWING REVIEW STAMP, FBC 107.
  
 13. SEE TEST PILE REPORT PLAN REVIEW (16020780):
  
 1) DURING THE PROCESS OF BORING OF THE TEST PILE TO THE
 GROUTING PROCESS AND PLACEMENT OF REINFORCEMENT, THE
 GEOTECHNICAL ENGINEER SHOULD ALSO MONITOR AND REPORT
 THE RESULTS OF THE TEST PILE INSTALLATION AS WELL AS
 LOAD TESTING. THE WEST PALM BEACH BUILDING DEPARTMENT
 WILL REQUIRE A SET OF BORING LOGS, PROVIDE THE
 THEORETICAL PILE VOLUME AS WELL AS THE ACTUAL PILE
 VOLUME FOR EACH TEST PILE AND TEST RESULTS OF THE 14
 INCH AND 24 INCH AUGER CAST CONCRETE TEST PILE.
  
 PLEASE PROVIDE THE DOCUMENTS REFERENCED, REVIEWED BY
 EOR.
  
 2) TABLE 5 SUMMARY OF PILE ALLOWABLE AXIAL CAPACITIES
 INDICATES THE 14 INCH PILE MINIMUM PILE TIP ELEVATION
 NGVD -40 FT AND THE 24 INCH PILE A -65 FT NGVD. SECTION
 6.2.2 INDICATES THERE IS A THIN LAYER OF COQUINA ROCK
 AT THE SITE AND THE 24 INCH PILE MAY NEED TO GO AS DEEP
 AS 75 TO 80 FEET TO ENSURE THE 24 INCH DIAMETER PILES
 BE SOCKET AT LEAST 45 FEET INTO THE COQUINA.
  
 2014 FBC-B 1810.3.5.2.2 UNCASED. CAST-IN-PLACE DEEP
 FOUNDATION ELEMENTS WITHOUT A PERMANENT CASING SHALL
 HAVE A DIAMETER OF NOT LESS THAN 12 INCHES (305 MM).
 THE ELEMENT LENGTH SHALL NOT EXCEED 30 TIMES THE
 AVERAGE DIAMETER.
  
 EXCEPTION: THE LENGTH OF THE ELEMENT IS PERMITTED TO
 EXCEED 30 TIMES THE DIAMETER, PROVIDED THE DESIGN AND
 INSTALLATION OF THE DEEP FOUNDATIONS ARE UNDER THE
 DIRECT SUPERVISION OF A REGISTERED DESIGN PROFESSIONAL
 KNOWLEDGEABLE IN THE FIELD OF SOIL MECHANICS AND DEEP
 FOUNDATIONS. THE REGISTERED DESIGN PROFESSIONAL SHALL
 SUBMIT A REPORT TO THE BUILDING OFFICIAL STATING THAT
 THE ELEMENTS WERE INSTALLED IN COMPLIANCE WITH THE
 APPROVED CONSTRUCTION DOCUMENTS.
  
 14. SEE THRESHOLD REVIEW. THIS MAY BE ADDRESSED VIA
 EMAIL OR THROUGH THE FRONT COUNTER.
  
 15. SEE IMPACT FEE REVIEW. THIS MAY BE ADDRESSED AT ANY
 TIME, BUT IS REQUIRED PRIOR TO PERMIT ISSUANCE.
  
 16. ADVISORY ONLY, THE ART IN PUBLIC PLACES WAS SENT
 VIA EMAIL, CITY OF WEST PALM BEACH CODE OF ORDINANCES
 78-123, 78-126.
  
 THIS PERMIT WILL BE ISSUED WITH THE PROVISO THAT,
 WITHIN 90 DAYS OF ISSUANCE, THE APPROVAL WILL BE
 PROVIDED. PLEASE SEND A COPY OF THE APPROVAL WHEN
 AVAILABLE VIA EMAIL TO [email protected] IN ORDER TO
 DOCUMENT THE PERMIT FILE.
  
 17. INCORPORATE A NOTE INTO THE PLAN REGARDING THE
 AMOUNT OF TIME WHICH SHOULD ELAPSE BETWEEN POURS WHEN
 TWO PILES ARE IN NEAR PROXIMITY, FBC 107,
  
 18. CITY OF WEST PALM BEACH AMENDMENTS TO THE 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.
  
Review Stop E ELECTRICAL
Rev No 2 Status P Date 2016-05-12 Cont ID  
Sent By vperez Date 2016-05-12 Time 13:44 Rev Time 0.00
Received By vperez Date 2016-05-12 Time 13:44 Sent To  
Notes
***NONE***
Review Stop E ELECTRICAL
Rev No 1 Status P Date 2016-03-17 Cont ID  
Sent By vperez Date 2016-03-17 Time 09:43 Rev Time 0.00
Received By vperez Date 2016-03-17 Time 08:07 Sent To  
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 2 Status P Date 2016-05-05 Cont ID  
Sent By Mgonzale Date 2016-05-05 Time   Rev Time 1.00
Received By mgonzale Date 2016-05-05 Time   Sent To I
Notes
***NONE***
Review Stop ENG ENGINEERING CSD
Rev No 1 Status F Date 2016-03-31 Cont ID  
Sent By Mgonzale Date 2016-03-31 Time   Rev Time 1.00
Received By mgonzale Date 2016-03-31 Time   Sent To I
Notes
2016-03-31 14:51:17A SEPARARE SUBMITALL IS REQUIRED TO CITY OF WPB PUBLIC
 WORKS - ENGINEERING DIVISION.
  
 APPLICATION FOR ENGINEERING DEVELOPMENT APPROVAL IS
 REQUIRED. SEE LINK BELOW:
 HTTP://WPBFL.US/DEPARTMENTS/ENGINEERING-PUBLIC-WORKS/FO
 RMS,-PERMITS-APPLICATIONS
 FEEL FREE TO E-MAIL YOUR INQUIRIES SHOULD YOU HAVE ANY
 QUESTIONS.
  
 GPD FOR WATER AND SEWER WILL BE REQUIRED ON PLANS, AND
 FIRE DEPARTMENT HYDRANT TESTING RESULTS.
  
 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)
 DIRECT: (561) 494-1085
 FAX: (561) 494-1116
 EMAIL: [email protected]
 WWW.WPB.ORG/ENGINEERING
  
  
 IMPORTANT MESSAGE: AS OF DECEMBER 20, 2015 THE CITY OF
 WEST PALM BEACH
 CROSS-CONNECTION CONTROL MANUAL HAS BEEN REVISED,
 MAKING KNOWN THAT "ALL BACKFLOW DEVICES MUST BE LEAD
 FREE."
 FOR MORE INFORMATION REFER TO THE LINK BELOW:
 HTTP://WPB.ORG/DEPARTMENTS/PUBLIC-UTILITIES/FORMS-PUBLI
 CATIONS/BACKFLOW-CROSS-CONNECTION-CONTROL-MANUAL
  
  
Review Stop FIRE FIRE DEPARTMENT
Rev No 2 Status P Date 2016-05-06 Cont ID  
Sent By pleduc Date 2016-05-06 Time   Rev Time 0.00
Received By pleduc Date 2016-05-06 Time 14:03 Sent To  
Notes
***NONE***
Review Stop FIRE FIRE DEPARTMENT
Rev No 1 Status F Date 2016-03-31 Cont ID  
Sent By pleduc Date 2016-03-31 Time   Rev Time 0.00
Received By pleduc Date 2016-03-24 Time 14:44 Sent To  
Notes
2016-03-31 12:37:55THIS PLAN WAS REVIEWED AND FAILED BY PETER LEDUC, FIRE
 MARSHAL, WITH THE FOLLOWING COMMENTS:
  
  
 1. SHEET 0103 C301 AAF TOD - ONLY ONE (1) WATER SUPPLY
 WAS NOTED ON THE DRAWING.
  
 NFPA 1, 18.3 WATER SUPPLIES.
 18.3.1* AN APPROVED WATER SUPPLY CAPABLE OF SUPPLYING
 THE REQUIRED FIRE FLOW FOR FIRE PROTECTION SHALL BE
 PROVIDED TO ALL PREMISES UPON WHICH FACILITIES,
 BUILDINGS, OR PORTIONS OF BUILDINGS ARE HEREAFTER
 CONSTRUCTED OR MOVED INTO THE JURISDICTION. THE
 APPROVED WATER SUPPLY SHALL BE IN ACCORDANCE WITH
 SECTION 18.4.
  
 NFPA 101, 1.8 FLORIDA FIRE PREVENTION CODE AND FLORIDA
 BUILDING CODE INTERRELATION. THE FLORIDA FIRE
 PREVENTION CODE CONTAINS SEVERAL PROVISIONS AND
 REQUIREMENTS THAT MAY INTERRELATE WITH THE FLORIDA
 BUILDING CODE. IT IS NOT THE INTENT OF THIS CODE THAT
 SUCH INTERRELATION RESULT IN DUPLICATE REVIEWS AND
 INSPECTIONS BY EITHER THE FIRESAFETYAUTHORITY OR THE
 BUILDING OFFICIAL. THE AUTHORITY HAVING JURISDICTION
 OVER FIRESAFETY IS RESPONSIBLE FOR ENFORCEMENT OF THE
 FLORIDA FIRE PREVENTION CODE HEREOF, AND, IN THE EVENT
 THAT A DISPUTE ARISES REGARDING THE ENFORCEMENT OF THE
 FLORIDA FIRE PREVENTION CODE AS RELATED TO THE
 ENFORCEMENT OF THE FLORIDA BUILDING CODE, THE AUTHORITY
 HAVING JURISDICTION OVER FIRESAFETY SHALL RESOLVE THE
 DISPUTE BY THE PROCEDURE SET FORTH IN CHAPTER 633 AND
 CHAPTER 553, FLORIDA STATUTES, AS REQUIRED BY SECTION
 633.104(5), FLORIDA STATUTES.
  
 PER FL BLDG CODE 5TH ED. SECTION 403 HIGH-RISE
 BUILDINGS
 403.3.2 WATER SUPPLY TO REQUIRED FIRE PUMPS. REQUIRED
 FIRE PUMPS SHALL BE SUPPLIED BY CONNECTIONS TO NO FEWER
 THAN TWO WATER MAINS LOCATED IN DIFFERENT STREETS.
 SEPARATE SUPPLY PIPING SHALL BE PROVIDED BETWEEN EACH
 CONNECTION TO THE WATER MAIN AND THE PUMPS. EACH
 CONNECTION AND THE SUPPLY PIPING BETWEEN THE CONNECTION
 AND THE PUMPS SHALL BE SIZED TO SUPPLY THE FLOW AND
 PRESSURE REQUIRED FOR THE PUMPS TO OPERATE.
  
 PLEASE PROVIDE FOR TWO (2) SEPARATE WATER SUPPLIES.
  
 PETER LEDUC
 FIRE MARSHAL
 561-804-4709
 [email protected]
  
Review Stop I INCOMING/PROCESSING
Rev No 2 Status N Date 2016-05-19 Cont ID  
Sent By shill Date 2016-05-19 Time 09:44 Rev Time 0.00
Received By shill Date 2016-05-02 Time 09:47 Sent To  
Notes
***NONE***
Review Stop I INCOMING/PROCESSING
Rev No 1 Status N Date 2016-04-25 Cont ID  
Sent By lmarchan Date 2016-04-25 Time 07:54 Rev Time 0.00
Received By lmarchan Date 2016-03-11 Time 15:13 Sent To  
Notes
***NONE***
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 2 Status N Date 2016-04-18 Cont ID  
Sent By shill Date 2016-04-18 Time 17:10 Rev Time 0.00
Received By shill Date 2016-04-18 Time 17:10 Sent To  
Notes
2016-04-18 17:11:01SEE EMAIL FROM WILLIE SWOPE. IMPACT FEES CAN BE PAID AT
 TIME OF VERTICAL CONSTRUCTION BUILDING PERMIT.
  
  
Review Stop IMPACT COUNTY IMPACT FEES
Rev No 1 Status F Date 2016-03-17 Cont ID  
Sent By shill Date 2016-03-17 Time 17:01 Rev Time 0.00
Received By shill Date 2016-03-17 Time 17:01 Sent To  
Notes
2016-03-17 17:02:26****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 PRIOR TO ISSUANCE OF A BUILDING PERMIT, IMPACT FEE
 ASSESSMENT BY PALM BEACH COUNTY IS REQUIRED. THE PLANS
 ARE TO BE STAMPED AND THE RECEIPT SHOWING THAT FEES DUE
 WERE PAID IS TO BE PROVIDED.
  
 PLEASE CONTACT 561-233-5025 FOR MORE INFORMATION.
  
  
Review Stop P PLUMBING
Rev No 2 Status N Date 2016-05-05 Cont ID  
Sent By gjohnson Date 2016-05-05 Time 13:28 Rev Time 0.00
Received By gjohnson Date 2016-05-05 Time 15:17 Sent To  
Notes
2016-05-06 14:10:16 
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
 PLUMBING COMMENTS:
  
 PLUMBING NOT APPROVED UNDER THIS PERMIT
  
Review Stop P PLUMBING
Rev No 1 Status F Date 2016-04-04 Cont ID  
Sent By gjohnson Date 2016-04-04 Time 10:44 Rev Time 0.00
Received By gjohnson Date 2016-03-31 Time 13:34 Sent To  
Notes
2016-04-04 11:08:12PLUMBING COMMENTS:
  
 1. PLEASE PROVIDE SANITARY RISER WITH-ALL STACKS
 LABELED TO MATCH FLOOR PLAN-INCLUDE DFU FOR ALL STACKS.
 PER WPB AMEND. TO FBC SEC. 107.3.5.1.3(13)
  
 2.LABEL ALL STACKS ON FLOOR PLAN TO MATCH RISER.
 PER WPB AMEND. TO FBC SEC. 107.2.1
  
 3.SHOW ALL UNDERGROUND WATER PIPING.
 PER WPB AMEND. TO FBC SEC. 107.2.1
  
 4. SHTS. P-301-A AND P-301-B ARE MARKED FOR REFERENCE
 ONLY PLEASE SUBMIT SHEETS FOR PERMIT REVIEW AND
 CONSTRUCTION.
 PER WPB AMEND. TO FBC SEC. 107.2.1
  
 5. PROVIDE STORM RISER DIAGRAM WITH SQ FT. DRAINED-ON
 EACH LEADER.
 PER WPB AMEND. TO FBC SEC. 107.2.1
  
 6. PROVIDE CALCULATIONS FOR GREASE INTER . IF GREASE
 INTERCEPTOR IS NOT BEING INSTALLED UNDER THIS PERMIT
 PLEASE NOT ON PLAN
 PER WPB AMEND. TO FBC SEC. 107.2.1
  
 7. ARE BATHROOMS ON GROUND FLOOR GOING IN UNDER THIS
 PERMIT. PLEASE PROVIDE RISER DIAGRAM.
 PER WPB AMEND. TO FBC SEC. 107.2.1
  
 8; PLEASE PROVIDE CLEAR SCOPE OF PLUMBING WORK UNDER
 THIS PERMIT.
 PER WPB AMEND. TO FBC SEC. 107.2.1
  
  
 DO TO PLANS BEING INCOMPLETE OR UNCLEAR, A
 COMPREHENSIVE PLAN REVIEW CANNOT BE DONE AT THIS TIME,
 THERE MAYBE ADDITIONAL COMMENTS ON RESUBMITTAL OF
 PLANS.
  
  
 1ST REVIEW: FBC 2014
  
 GEORGE JOHNSON
 PLUMBING PLANS EXAMINER
 CITY OF WEST PALM BEACH
  561-805-6711
 [email protected]
  
  
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 2 Status P Date 2016-05-14 Cont ID  
Sent By shill Date 2016-05-14 Time 13:21 Rev Time 0.00
Received By shill Date 2016-05-14 Time 13:21 Sent To  
Notes
2016-05-11 10:18:265/11/16 ORIGINAL SIGNED AND SEALED TEST PILE REPORT AND
 GEOTECHNICAL REPORT (PREPARED BY NV5, CLYDE L. GREY PE,
 GARFIELD WRAY PE) STORED IN PROJECTDOX AS "GEOTECHNICAL
 REPORT NV5 16-0412.PDF" AND "GEOTECHNICAL_146341_AAF_WP
 B_STATION_EVERNIA_ST_ROSEMARY_AVE_WEST_PALM_BEACH_ALL_A
 BOARD_FLORIDA_G.PDF" RECEIVED AND ROUTED TO RECORDS
 (S.HILL)
 SURVEYS (0050 THROUGH 0055) ARE DIGITALLY SIGNED AND
 SEALED
 CIVIL SHEETS (0100 THROUGH 0105) ARE DIGITALLY SIGNED
 AND SEALED
 ARCHITECTURAL SHEETS (0300 THROUGH 0306) ARE DIGITALLY
 SIGNED AND SEALED
 STRUCTURAL SHEETS (0500 THROUGH 0529) ARE DIGITALLY
 SIGNED AND SEALED
 ORIGINAL SIGNED AND SEALED C&C WIND TUNNEL REPORT (WIND
 TUNNEL CPP 16-0415.PDF) RECEIVED VIA EMAIL, SENT TO LEM
 AND CP. INTERIM STRUCTURAL WIND TUNNEL REPORT (WIND
 TUNNEL CPP8816 ALLABOARDFLORIDA ST PR R00D00.PDF) IS
 NOT DIGITALLY SIGNED AND SEALED BUT IS SUPERSEDED BY
 THE FINAL REPORT WHICH WILL BE SUBMITTED AS A REVISION
 (SEE BUILDING PROVISO)
 E & P SHEETS ARE DIGITALLY SIGNED AND SEALED
  
  
  
  
  
  
2016-04-26 16:11:244/26/16 PORTION OF ORIGINAL DOCUMENTS SENT TO SHILL FOR
 SIGNATURE REVIEW. LEM
Review Stop SIGNATURE ELECTRONIC SIGNATURE SHEET
Rev No 1 Status F Date 2016-03-16 Cont ID  
Sent By shill Date 2016-03-16 Time 17:53 Rev Time 0.00
Received By shill Date 2016-03-16 Time 17:53 Sent To  
Notes
2016-03-16 17:48:55****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 1. THE SOILS REPORT IS NOT DIGITALLY SIGNED AND SEALED.
 EITHER UPLOAD A DOCUMENT WHICH INCLUDES A DIGITAL
 SIGNATURE, OR A PAPER BACKUP WILL BE REQUIRED PRIOR TO
 PERMIT ISSUANCE.
  
 2. NONE OF THE PLAN PAGES ARE DIGITALLY SIGNED AND
 SEALED (WITH THE EXCEPTION OF SURVEYS, CIVIL SHEETS).
 WHEN RESUBMITTING, PLEASE PROVIDE DIGITALLY SIGNED AND
 SEALED PLANS. IF PLANS SUBMITTED DO NOT INCLUDE A
 DIGITAL SIGNATURE, ANOTHER FORM OF BACKUP WILL BE
 REQUIRED. AFTER ALL PLAN REVIEWS ARE COMPLETE AND IN
 PASSED STATUS, THE SIGNATURE DOCUMENTS ARE TO BE
 SUBMITTED. A SIGNATURE REVIEW WILL BE PERFORMED. THIS
 MAY TAKE UP TO A WEEK. PROVIDING DIGITALLY SIGNED AND
 SEALED PLANS WILL EXPEDITE PERMIT ISSUANCE.
  
 NOTES (FOR INTERNAL USE):
  
 SURVEYS ARE DIGITALLY SIGNED BY DEREK G. ZEMAN, PSM
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 3 Status P Date 2016-05-20 Cont ID  
Sent By shill Date 2016-05-20 Time 08:01 Rev Time 0.00
Received By shill Date 2016-05-20 Time 08:01 Sent To  
Notes
2016-05-20 08:02:13ADDITIONAL INSPECTOR OK'D BY KC
 ROUTED COMPLETE THRESHOLD PACKAGE (ORIGINAL AGREEMENT,
 LICENSE COPIES FROM MYFLORIDALICENSE.COM, THRESHOLD
 INSPECTION PLAN) TO RECORDS
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 2 Status P Date 2016-05-19 Cont ID  
Sent By shill Date 2016-05-19 Time 09:43 Rev Time 0.00
Received By shill Date 2016-05-11 Time 08:31 Sent To  
Notes
2016-05-19 09:44:095/19/16 PROVISO - CONSTRUCTION IS NOT TO COMMENCE UNTIL
 THE ADDITIONAL INSPECTOR (CARLA REID) IS APPROVED BY
 KEN CONRAD
  
  
2016-05-11 09:29:535/11/16 SEND ALL THRESHOLD DOCUMENTS TO KC VIA EMAIL
 FOR APPROVAL
  
  
Review Stop THRESHOLD THRESHOLD INSPECTOR DOCUMENTS
Rev No 1 Status F Date 2016-03-17 Cont ID  
Sent By shill Date 2016-03-17 Time 17:00 Rev Time 0.00
Received By shill Date 2016-03-17 Time 17:00 Sent To  
Notes
2016-03-17 17:01:14****CORRECTIONS****
  
 SAMANTHA HILL
 BUILDING PLANS EXAMINER
 [email protected]
 561-805-6724
  
 GOVERNING CODE: FBC 5TH EDITION (FBC 2014)
  
 1. FLORIDA STATUTE 553.71, THIS BUILDING QUALIFIES AS A
 THRESHOLD BUILDING; ANY BUILDING WHICH IS GREATER THAN
 (3) STORIES OR 50 FT. IN HEIGHT, OR WHICH HAS AN
 ASSEMBLY OCCUPANCY CLASSIFICATION AS DEFINED IN THE
 FLORIDA BUILDING CODE WHICH EXCEEDS 5,000 SF IN AREA
 AND AN OCCUPANT CONTENT OF GREATER THAN 500 PERSONS.
  
 2. AS A THRESHOLD BUILDING, THE FOLLOWING IS REQUIRED:
  
 A. THRESHOLD INSPECTION PLAN; FS 553.79(5)(A), 2010
 WEST PALM BEACH AMENDMENTS TO THE FLORIDA BUILDING
 CODE, CHAPTER 1, ADMINISTRATION 109.3.6.1. THE
 ENFORCING AGENCY SHALL REQUIRE A SPECIAL INSPECTOR TO
 PERFORM STRUCTURAL INSPECTIONS ON A THRESHOLD BUILDING
 PURSUANT TO A STRUCTURAL INSPECTION PLAN PREPARED BY
 THE ENGINEER OR ARCHITECT OF RECORD. THE STRUCTURAL
 INSPECTION PLAN MUST BE SUBMITTED TO AND APPROVED BY
 THE ENFORCING AGENCY BEFORE 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.
  
 B. THRESHOLD INSPECTOR: WPB AMENDMENT 109.3.6.2 W.P.B.
 CONSTRUCTION SERVICES DEPARTMENT REQUESTS FOR THRESHOLD
 BUILDINGS A SPECIAL INSPECTOR AS REQUIRED BY FS
 553.79(5)(A) TO THE MINIMUM INSPECTIONS REQUIRED BY
 THIS CODE. THE THRESHOLD INSPECTION FORMS ARE REQUIRED
 TO BE FILED OUT BY ALL PARTIES, NOTARIZED AND RETURNED
 TO THIS OFFICE, REVIEWED AND APPROVED PRIOR TO PERMIT
 ISSUANCE. CONTACT KEN CONRAD, MANAGER OF THE SPECIAL
 INSPECTOR PROGRAM, AT 561-805-6666 FOR ADDITIONAL
 INFORMATION.
 FORMS WERE SENT TO : [email protected],
 [email protected] ON 3/17/16.
  
 C. SPECIAL INSPECTOR RESUME': PROVIDE A RESUME' OF
 INSPECTION EXPERIENCE ON PREVIOUS PROJECTS FOR REVIEW
 BY THE BUILDING OFFICIAL OR HIS DESIGNEE. 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. THE
 RESUME' IS TO BE SUBMITTED TO KEN CONRAD (AND COPY
 SAMANTHA HILL), 561-805-6666, [email protected],
 [email protected]
  
 ALL PROSPECTIVE INSPECTORS ARE TO BE APPROVED BY THE
 CHIEF BUILDING INSPECTOR AND ALL ARE REQUIRED TO SIGN
 THE SPECIAL INSPECTOR AGREEMENT.
  
 D. CONTRACTOR RESUME': PROVIDE A JOB SUMMARY OR HISTORY
 FOR THIS TYPE OF CONSTRUCTION. THIS MAY BE SUBMITTED TO
 KEN CONRAD, (PLEASE COPY SAMANTHA HILL) VIA E-MAIL
 ([email protected], [email protected]).
  
 E. SEE FLORIDA STATUTE 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.
  
 I WAS UNABLE TO LOCATE THIS STATEMENT (ARCHITECT,
 ENGINEER), PLEASE REVISE PLANS TO INCLUDE.
  
  
  
  
Review Stop Z ZONING
Rev No 1 Status P Date 2016-04-22 Cont ID  
Sent By aaponte Date 2016-04-22 Time 11:22 Rev Time 0.00
Received By aaponte Date 2016-04-22 Time 11:22 Sent To  
Notes
2016-04-22 11:23:58ZONING REVIEW FOR FOUNDATION ONLY RELATES TO BASIC
 PLACEMTN OF BUILDING ON SITE. DETAIL ZONING COMMENTS
 WILL BE PROVIDED WHEN THE FULL BUILDING PERMIT IS
 SUBMITTED.


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